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HomeMy WebLinkAbout04070086 Building PlansPROPOSED: KHARA SPA BUILDING D2 no TENANT SPACE D47 14300 CLAY TERRACE BOULEVARD CARMEL, INDIANA ISSUE DATE: JUNE 23, 2004 SHEET INDEX CODE REQUIREMENTS T100 SHEET INDEX, CODE REQUIREMENTS ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS GENERAL NOTES AND AREA MAP/KEY PLAN OF THE SPECIFICATIONS do DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES. A.D.A., AND REGULATIONS OF ALL PRE GENERAL TENANT CONSTRUCTION INFORMATION GOVERNING BODIES INVOLVED. ,ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE OWNER, SUBJECT TO THE RECEIPT OF AN AFFIDAVIT OR LETTER FROM THE GOVERNING BODY AND OWNER'S PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR A100 ARCHITECTURAL FLOOR PLAN THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID A101 EQUIPMENT PLAN, DOOR & HARDWARE SCHEDULES FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: A102 REFLECTED CEILING PLAN BUILDING CODE 2003 INDIANA BUILDING CODE (2000 IBC) A200 STOREFRONT ELEVATIONS MECHANICAL CODE 2003 INDIANA MECHANICAL CODE (2000 IMC) A300 CASEWORK ELEVATIONS AND SECTIONS PLUMBING CODE 1999 PLUMBING CODE (1997 UPC) ELECTRICAL CODE 2002 INDIANA ELECRICAL CODE (NEPA 70-2002) A400 DETAILS ENERGY CODE INDIANA ENERGY CONSERVATION CODE (1992 CABO) A500 SPECIFICATIONS ADA CODE INDIANA ACCESSIBLITY CODE (1992 CABG/ANSI A117.1) FIRE CODE 2003 INDIANA FIRE CODE (2000 IFC) A501 SPECIFICATIONS OCCUANCY ELECTRICALFIRST FLOORTYPE M E-1 FLOOR PLAN - LIGHTING WORK SECOND FLOOR TYPE B E-2 FLOOR PLAN - MISCELLANEOUS ELECTRIC WORK CONSTRUCTION TYPE TYPE II— N (SPRINKLED) E-3 FLOOR PLAN - SPEAKER WORK E-4 ELECTRICAL DETAILS BUILDING SQUARE FOOTAGE (BUILDING 'D2') FIRST FLOOR 37,911 SQ. FT. SECOND FLOOR 37,283 SO FT BUILDING TOTAL 75,194 SQ FT MECHANICAL TENANT AREA 1 6,452 SQ. FT. M-1 FLOOR PLAN - MECHANICAL WORK M-2 MECHANICAL DETAILS 'sem ME -1 SPECIFICATIONS PLU BANG " P-1 FLOOR PLAN - WATER PIPING WORK P-2 FLOOR PLAN WASTE AND VENT PIPING WORK'" P--3 PLUMBING DETAILS i, ilk SPRINKLER SYSTEMA AREA MAP 1. THE BUILDING SHALL BELLY SPRINKLERED. US 31 2. THE SYSTEM SHAD. BE Di IGNED AND INSTALLED IN STRICT COMPLIANCE WITH NFPA 13 AND THE CODES AND REGULATIONS OF APPLICABLE GOVERNMENTAL AGENCIES. 3. THE FIRE PROTECTION CONTRACTOR SHALL DESIGN THE SYSTEM, PROVIDE CALCULATIONS, DRAWINGS AND SPECIFICATIONS, AND FILE THESE WITH THE l a l APPLICABLE GOVERNMENT AGENCIES FOR REVIEW AND APPROVAL AS� PART OF HIS WORK. LION CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS 4. THE FIRE PROTECTION INSTALLATION. , 0 PRIOR TO STARTING _ 5. LOCATION OF SPRINKLER RISERS SHALL BE COORDINATED WITH THE ARCHITECT. F—i KHA,�A SPA LOCATION MAP O F"�� GENERAL NOTES ALL WORK IS TO BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATING AGENCIES. THIS PROJECT IS DESIGNED AND DOCUMENTED PER THE ARCHITECTS INTERPRETATION OF THE CODE REQUIREMENTS. VARIOUS GOVERNING AGENCIES SOMETIMES INTERPRET THE CODES, LAWS AND ORDINANCES DIFFERENTLY. THESE AGENCIES HAVE JURISDICTION TO REQUIRE CHANGES IN DESIGN AND CONSTRUCTION INCLUDING THOSE AGENCIES INVOLVED WITH THE 'AMERICAN'S WITH DISABILITIES ACT' ALL BIDS SHALL BE BASED ON THE ENITRE SET OF CONSTRUCTION DOCUMENTS. NO EXTRA COMPENSATION WALL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET OF DOCUMENTS. IN CASE OF INCONSISTENCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE OR CONDITION SHALL APPLY. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING TO THE ARCHITECT. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF TRIER TRASH. ALL WOOD CONSTRUCTION ASSOCIATED WITH THIS WORK SHALL BE FIRE RESISTANT TREATED (FRT). IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO BECOME FAMILIAR NTH THE PROJECT AND BRING ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. CONTACT RESPECTIVE UTILITY COMPANIES FOR EXACT LOCATION OF APPLICABLE UTILITIES AND TAKE NECESSARY PRECAUTIONS TO PROTECT UTILITIES BELOW GROUND AND ABOVE GROUND AND TO NOT INTERRUPT SERVICE TO THE TENANT. EACH CONTRACTOR SHALL MAKE ADVANCE ARRANGEMENTS WITH THE PROPERTY OWNER/LANDLORD FOR ANY WORK WHICH WALL AFFECT THE OPERATIONS OF NEARBY TENANTS. EACH CONTRACTOR SHALL MAKE ADVANCE ARRANGEMENTS WITH THE PROPERTY OWNER/LANDLORD FOR ANY WORK NOT DURING NORMAL BUSINESS HOURS AND SHALL BE RESPONSIBLE FOR SECURING THE PREMISES AT ALL TIMES. ALL DIMENSIONS ARE NOMINAL UNLESS OTHERWISE NOTED AND SHALL BE FROM FACE OF STUD TO FACE OF STUD OR FACE OF MASONRY TO FACE OF MASONRY FOR NEW CONSTRUCTION AND FACE OF FINISH FOR EXISTING CONSTRUCTION. DO NOT SCALE DRAWINGS, CONTACT ARCHITECT FOR DISPUTED DIMENSIONS. ALL INTERIOR PARTITIONS SHALL HAVE A STC OF 48 UNLESS OTHERWISE INDICATED. PROVIDE ACOUSTIC BATT INSULATION AND SOUND SEALANT AT ALL INTERIOR GYP. BD. PARTITIONS UNLESS OTHERWISE INDICATED. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED AND SHALL NOT INTERFERE WITH OPERATION OF THE FACILITY OR NEARBY TENANTS. ' DO NOT STORE COMBUSTIBLE MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR EXECUTION OF THE PROJECT. REMOVE AND LEGALLY DISPOSE OFF—SITE ALL DEBRIS RESULTING FROM THE DEMOLITION AND EXECUTION OF THE WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS, AND THE TYPE OF STRUCTURAL SYSTEM. THE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. THE TRADE CONTRACTORS SHALL PERFORM SUCH SERVICES, AND FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION OF THE PROJECT. ALL OR PART OF THESE DOCUMENTS WERE GENERATED BY ELECTRONIC MEANS. THE ARCHITECT IS RELYING ON THE ACCURACY OF THE SOFTWARE EMPLOYED. THE ARCHITECT'S LIABILITY IS THEREFORE LIMITED TO THE EXTENT CUSTOMARY ITV THE INDUSTRY. THE ERROR AND OMISSIONS DESIGN LIABILITY IS LIMITED TO THE COST OF CORRECTING THE DEFICIENCY. THE GENERAL CONDITIONS FOR THIS PROJECT ARE THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, AIA DOCUMENT A201, CURRENT EDITION, A COPY OF WHICH IS ON FILE AND MAY BE EXAMINED IN THE OFFICE OF THE ARCHITECT. a R FIRE AND LIFE SAFETY PLAN EMERGENCY /FIRE EX[T ONLY IIARMw WILL SOUND) SCALE 1/8"=I' -O" SIMON PROPERTY GROUP TENANT COORDINATION EMERGENCY /FIRE EXIT 7 M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX 317.558.2827 v� G 5u uv 6v � � o J 0- C t Q Z LW Q QZ Q • �/ J 0 Li LZ uj y L� Juj cw x W �" in O0� � U � D >_ W Q (n uj 0 P PRE -CONSTRUCTION PRE -CONSTRUCTION MEETING A minimum of five (5) days prior to starting construction, the CONTRACTOR shall contact the LANDLORD to arrange a Pre -construction Meeting at the site. Attendees should include the GENERAL CONTRACTOR, Superintendent, and major Subcontractors to be used In the construction. At the Pre-oonstruction Meeting the GENERAL CONTRACTOR shall provide the following: 1) BUILDING PERMIT A copy of each of the Local Building Permits and, if applicable, Health Permits. 2) WORKERS COMPENSATION CERTIFICATE 3) INSURANCE CERTIFICATE The Certificate of Liability Insurance should be in the minimum amount of $2,000,000. In the aggregate, $1,000,000 each occurrence and should reflect the fdhowing as *Additional insured": Clay Terrace Partners, LLC, its Managing Agent, Simon Property Group, Inc.,and their respective officers, directors, shareholders, members, pariners,parenfs, subsidiaries, related and atillfated entities, agents, servents,aW employees. 4) PERFORMANCES LABOR and MATERIAL BOND 5) SUBCONTRACTORS LIST The subcontractors list shall set forth the name, address and telephone numbers (and emergency numbers) of TENANTS General Contractor and Subcontractors. 6) CONSTRUCTION DEPOSIT A construction deposit In the amount of $2,000 payable to Simon Property Group, Inc. from which the LANDLORD may deduct LANDLORD'S cost to repair damage to common areae or other Tenants, caused by Tenerrtb oontrac:tor(a). 7) PREPAYMENT CHECK Landlord reserves the right to provide and/or install any of the following for Tenants Contractor at Tenants Contractor's expense (contact the Tenant Coordinator for specific Iterms elected by Landlord). In the event Landlord does not elect to provide and/or Install any ofthe following, the same shalt become Tenant's Contractor's responsibility at Tenants Contractor's expense. The General Contractor will be required to provide a cashier's check, Federal I.D. number included, payable to: Simon Property Group, Inc. 115 West Washington Street Indianapolis, Indiana 46204 as advance payment for services, material, consiruclim, etc. as noted below. ITEM COST A. Dumpster....................................................................$700.00 + $0.20/S.F. over 2,000 S.F. B. Temporary Power .......................................................$950.00 + $0.07/8.F. over 1,500 S.F. C. Temporary Construction Barricade .................................................556.00/L.F. of Storefront D. Sprinkler shut down fee...........................................................................................$460.00 E. Trash clean up The ...................................................................................................53 OD F. Electric Connection Fee 100A...........................................................................................5550.00 160A...........................................................................................$930.00 200A...........................................................................................$930.00 400A.......................................................................................... $1700.00 600A.........................................................................................52800.00 800A.........................................................................................52800.00 G. Site Access Traffic Control Fee..............................$1,000.00 + $0.20/S.F. over 1,500 S.F. H. Temporary Tollets......................................................................................$100.00/Tertant Contact the following utility company representatives for Wormatlson concerning kxsi Installation requirements, application for service, billing procedures, etc. PERMITS & LICENSING 1) PLAN REVIEW/ PERMIT: Instructions for draw bV submission for bcdidirg permit. All specifications are to be included within the construction drawings. Project manuals or specificationbooklets are not aooaptatle. Carmel Building S Code Enforcement One Civic Square Carmel, Indiana 46032 Phone: 317-571-2444 Indiana Department of Fire & BtuNdirg Services Indiana Government Center South 402 West Washington Street Indianapolis, Indiana 46204 Phone: 317-232-6418 Plan Review/ Permit application's can be found on -fine at http:/Iwww.cl.ca miM.1n.uslswvlmWdoalpwmftrsquirrrnenb.Mm Tenants with food operations please contact the following for additional requirements: Hamilton County Health Department Phone: 317-776-8500 2) LICENSING All contractors must be Ikensed by the appropriate jurisdictional authorities. 3) SPRINKLER DRAWINGS: In addition to complying with the local authority requirements for submission of sprinkler shop drawings, the sprinkler contractors shell submit a minimum of five (5) sets of sprinkler shop drawings and hydraulic calculations (If applicable) to Global Risk Conscltartfs for approval. Contact: Wiliam J. Cary Senior Consukant Global Risk Constltenfs Corp. 2551 E. Seratop Street Gilbert, AZ 86296 Telephone/Fax: (480) 926.8856 E-mail: wig corn Global Risk Consultants will return one (1) ad to the sprinkler contractor. Review time: two (2) weeks typkwliy. Marie installation date an pians If plans need to be expedited. 4) SHOPPING CENTER BUILDING DATA OCCUPANCY/USE: M- Mercantile / &Business / A Assembly CONSTRUCTION CLASSIFICATION: Unprotected, Noncombustible BUILDING LEVELS: SPRINKLER SYSTEM: 5) TENANTS ADDRESS KHARA SPA 14360 CLAY TERRACE BOULEVARD Suite 100 Cartmel, Indiana 48032 6) LEGAL OWNER* Saran Property Group, Inc. 115 West Washington Street Indianapolis, Indians 46204 One Level/Two Levels Fully Sprinkled *Contact the Tenant Coordinator for a legal property description, if required for permit. 7) SHOPPING CENTER ADDRESS Sic PHONE 14311 Clay Terrace Boulevard Carmel, Indiana 48032 8) LANDLORD CORPORATE OFFICE Simon Properly Group Alan: Tenant Coord, oft 115 West Washington Street Indianapolis, Indiana 48204 Phone: 317-638-1600 E-mail: tcmailboxQsi noncom ELECTRIC SERVICE: Cinergypsl Tekotone:317-681-3027 WATER SERVICE: Carmel Utuldes Telephone: 317-571-2442 CABLE SERVICE: Time Warner Cable Telephone: 317-972-9700 } CON TION ROOF CONTRACTOR GAS SERVICE: WGas Ary and all roof work must be completed by the LANDLORD'S approved roofing contrackX(s). ALL TENANTS: service is available for use by restaurants only. 1) To apply for service, contact: Not applicable. Vedren s J Telephone: 1-800-227-1376, Option #61[inelde sales) C. E. Reeve end Sorra TELEPHONE SERVICE: for pricing and sdnsdulfng Q 800-299-377 (Option in, ext. 8488). SBC No barricades shall be removed or dismantled without the express written consent of the Telephone: 1-800809088 (Large Business over 20 Lines) Telephone: 317-925-041 ele Tele 1-800880.3000 (Brag Business under 20 Lir>ea) PERMITS & LICENSING 1) PLAN REVIEW/ PERMIT: Instructions for draw bV submission for bcdidirg permit. All specifications are to be included within the construction drawings. Project manuals or specificationbooklets are not aooaptatle. Carmel Building S Code Enforcement One Civic Square Carmel, Indiana 46032 Phone: 317-571-2444 Indiana Department of Fire & BtuNdirg Services Indiana Government Center South 402 West Washington Street Indianapolis, Indiana 46204 Phone: 317-232-6418 Plan Review/ Permit application's can be found on -fine at http:/Iwww.cl.ca miM.1n.uslswvlmWdoalpwmftrsquirrrnenb.Mm Tenants with food operations please contact the following for additional requirements: Hamilton County Health Department Phone: 317-776-8500 2) LICENSING All contractors must be Ikensed by the appropriate jurisdictional authorities. 3) SPRINKLER DRAWINGS: In addition to complying with the local authority requirements for submission of sprinkler shop drawings, the sprinkler contractors shell submit a minimum of five (5) sets of sprinkler shop drawings and hydraulic calculations (If applicable) to Global Risk Conscltartfs for approval. Contact: Wiliam J. Cary Senior Consukant Global Risk Constltenfs Corp. 2551 E. Seratop Street Gilbert, AZ 86296 Telephone/Fax: (480) 926.8856 E-mail: wig corn Global Risk Consultants will return one (1) ad to the sprinkler contractor. Review time: two (2) weeks typkwliy. Marie installation date an pians If plans need to be expedited. 4) SHOPPING CENTER BUILDING DATA OCCUPANCY/USE: M- Mercantile / &Business / A Assembly CONSTRUCTION CLASSIFICATION: Unprotected, Noncombustible BUILDING LEVELS: SPRINKLER SYSTEM: 5) TENANTS ADDRESS KHARA SPA 14360 CLAY TERRACE BOULEVARD Suite 100 Cartmel, Indiana 48032 6) LEGAL OWNER* Saran Property Group, Inc. 115 West Washington Street Indianapolis, Indians 46204 One Level/Two Levels Fully Sprinkled *Contact the Tenant Coordinator for a legal property description, if required for permit. 7) SHOPPING CENTER ADDRESS Sic PHONE 14311 Clay Terrace Boulevard Carmel, Indiana 48032 8) LANDLORD CORPORATE OFFICE Simon Properly Group Alan: Tenant Coord, oft 115 West Washington Street Indianapolis, Indiana 48204 Phone: 317-638-1600 E-mail: tcmailboxQsi noncom ELECTRIC SERVICE: Cinergypsl Tekotone:317-681-3027 WATER SERVICE: Carmel Utuldes Telephone: 317-571-2442 CABLE SERVICE: Time Warner Cable Telephone: 317-972-9700 } CON TION ROOF CONTRACTOR TEMPORARY PROVISIONS Ary and all roof work must be completed by the LANDLORD'S approved roofing contrackX(s). ALL TENANTS: 3) TEMPORARY POWER 1) TEMPORARY CONSTRUCTION BARRICADE Not applicable. If required by the LANDLORD a temporary construction benicede at the storefront shall be should tali sfmplexGr1nr*Ws National Accounts Representative to obtab direction C. E. Reeve end Sorra Installed by LANDLORD at TENANTS expense. for pricing and sdnsdulfng Q 800-299-377 (Option in, ext. 8488). Yne3 street, Indianapolis, IN 46205 No barricades shall be removed or dismantled without the express written consent of the 4) TEMPORARY WATER Telephone: 317-925-041 ele Tele LANDLORD. Any barricade removed without prior ooneent will be reconstructed by Not applicable. LANDLORD at the CONTRACTOR'S expense. ' 2) CONSTRUCTION SIGNAGE 5) TEMPORARY TOILET PREQUALIFIED CONTRACTORS The CONTRACTOR Is not allowed to post any company name or sign an the temporary construction barricade or anywhere outside the premises. The CONTRACTOR shall post all The shopping enter toilet facilities will not be available for contractors use. Contact the Contact Landlord's Tenant Coordinator for a list of prequaillied contractors and nmatsmial signage as required by the LANDLORD. LANDLORD for temporary toilet iocafso w. suppliers including, but rot limited to: sprinkler, waterfxoditg, electrical, piu mbig, and drywall. CONSTRUCTION REQUIREMENTS The following Rules govern TENANTS construction on LANDLORD'S property. All references •CONTRACTOR" 9) LANDLORD INSPECTIONS to shall mean the GENERAL CONTRACTOR or the TENANT If bring as he own contractor. The TENANTS construction work will be observed periodically by the LANDLORD to verify 1 } ON-SITE DOCUMENTS that the work le being constructed as approved by the LANDLORD. All work not in conformance with LANDLORD'S approved Tenant drawings must be Immedietely corrected at The CONTRACTOR will keep the following documents on -elite and accessible at all tines during CONTRACTORS expense. construction: 10) SAFETY A) LANDLORD approved TENANT drawings. The CONTRACTOR W II bund from ONE set of drawings by adding any &dMfnp Department comments into" The CONTRACTOR shall be responsible to ensure that all work is performed lin accordance LANDLORDS approved set. This set of drawings will be primary working dr+awfrgs and with O.S.HA standards. The LANDLORD may, without any liability therefore, stop work that displayed at all times during cormsiructi n. is In violation of O.S.HA standards or which may, in the LANDLORDS opinion, cause Injury or B) A complete set of building department permitted (stamped) drawings. ; . hart to persons or property. C) LANDLORD'S construction manual. An fllustratad menual depidirg ureic CONTRACTOR must obtain a writtern permit frau the LANDLORD'S REPRESENTATIVE prior LANDLORD'S 'dos and dome* for TENANT construction. to any'har work (e.g. welding, soldering, torch -work etc.) It shell be the duty and D) Posted permits. responsibility of the CONTRACTOR performing any cutting or welding to comply with the safety provisions of the National Fire Protection Associatlonb National Fire Codes pertaining to such work and ft CONTRACTOR shaft be responsible for all damages resulting from 2) CONCRETE failure to so comply. Use of fuel operated engines inside the Mail will not be permitted. Concrete must be saw -cut or core -drilled (no jack-hannnering or breaking of concrete is permitted). Prior approval must be obtained from LANDLORD prior to penetrating any structural 11) BELOW GRADE CONSTRUCTION or structurally rob mtoroed oorxxete. prior to beginning any below grade construction work, the CONTRACTOR must meet with the 3) PROTECTION OF PROPERTY LANDLORD to review the locations of any underground utility services that maybe loceted in the promises. Any Below Grade construction must be inspected by LANDLORD prior to The CONTRACTOR shall be responsible for protecting the LANDLORD'S end any other party's baddliling' Prop" from derrmege. i �1 12) INTERRUPTION OF UTILITIES 4) FIRE EXTINGUISHERS The CONTRACTOR must receive the LANDLORD approval at least three (3) days prix to any modification of utility services that may haVoradly Interrupt such service to other tenenm or the The CONTRACTOR shag provide adequate Are extinguishers within the premfses,�tagged for shopping cenlsr: date of Inspection, while under consUvctIm ', ; 13) TRASH REMOVAL AND DUMPSTER 5) SITE ACCESS AND PARKING All trash will be confined to the premises and removed at the end of each day by the The CONTRACTOR shah be responsible to ensure that all construction employees workirg in CONTRACTOR. Any trash found in the service corridors, adjacent tenant units, and/or other the premises use the designated parking areas. There will be no construction trailers slowed public areas will be removed by the LANDLORD and the cost for same charged to the on the property. Parking will not be permitted In any of the driveways, fire lanes, and truck CONTRACTOR, plus a $150 violation foe per occurrence. docks except for temporary loading and unloading, as approved by the LANDLORD. i The location of the dumpeters will be determined by the LANDLORD. 6) DELIVERY OF MATERIALS LANDLORDS compactors are not to be used by CONTRACTOR. The TENANTS delivery address is: KHARA SPA 14) SPRINKLER DRAIN -DOWN 14360 CLAY TERRACE BOULEVARD � SUNIR 100 Tenants CONTRACTOR shall contact Landlord's Field Tenant Coordinator for sprinkler Cermet. Indiana 46002 t it drain -downs. NOTE: see Tenant Information Package for apeclfic Building Address. 1 15) ROOF AND BUILDING MODIFICATIONS The CONTRACTOR shall be responsible to coordinate an metarlsls delvadn b tfiewernisee, Roofing penetrations require advance approval by the Landlord. AN wok Including structural whether for constriction, fixturing or nm char using, in accordance to L.ANDLORDt'inaft suppertrs, curbing and hashing shall be Installed In accordance with Landlord's Standard Pmjed cont plan. AN deliveries shall be made through the rear door of the premless either via the Details. All roof work indudlng cutting of the root shall be pu b.,med by the LANDLORDS adjacent swvioe condor or truck dodo area. Contact the LANDLORD prior 10 the delivery of roofing contractor under contract to CONTRACTOR and at CONTRACT'OR'S expense. materials and equipment Which are too large to enter through the rear door of the Promises. Whore there Is no roar door to access specs' all deliveries, trash removal, ate., must be 16) ROOF PROTECTION BOARDS coordinated as directed by the LANDLORD. Roof protection boards shall be installed around any roof top HVAC equipment by the 7) WORK AREA AND STORAGE LANDLORDS roofing contractor under contract to the CONTRACTOR at CONTRACTORS The CONTRACTOR'S work area will be restricted to the TENANTS leseed premises. Service OXPWM . trash at a and trod` docks shall be kept `Isar of allnmemnials, equipment, debris ane 17) FINAL ELECTRICAL CONNECTION Tenant must utilize Landlord's electrical contractor, at Tenants expense, for final electrical tie-in 8) SECURITY AND AFTER HOURS WORK to Landlords swftchgeer• A) City of Carmel work hours are Be follows: Monday - Friday &W am -10:00 pm, Saturday 7:00 am - 6:00 pm and Sunday 8:00 am - 8:00 pm. B) The CONTRACTOR must receive the prior permission of the LANDLORD for work between the hours of 6:00 pm and 10:00 pm Monday through Friday, and an weekends during the hours noted above. FIRE PROTECTION CONTRACTOR - REQUIRED ROOF CONTRACTOR Ary and all roof work must be completed by the LANDLORD'S approved roofing contrackX(s). Simon Property Grarp roquies Tenants to use Sim 0810kxred for all OfTe Wit Contact the following for pricing and ached ft V♦ sprinkler work At the time of bidding, each tenant or tenant general contrad or should tali sfmplexGr1nr*Ws National Accounts Representative to obtab direction C. E. Reeve end Sorra for pricing and sdnsdulfng Q 800-299-377 (Option in, ext. 8488). Yne3 street, Indianapolis, IN 46205 U Telephone: 317-925-041 ele Tele Fa; ' ELECTRICAL CONTRACTOR PREQUALIFIED CONTRACTORS tz Contact Landlord's Tenant Coordinator for a list of prequaillied contractors and nmatsmial pBARTH ELECTRIC suppliers including, but rot limited to: sprinkler, waterfxoditg, electrical, piu mbig, and drywall. 0 1934 N. Illinois, Indianapolis, IN 48202 Teleptare: 317 -924 -OM 2'-10 3/4" CD7 53'-10 3/4" 6°° S-10 1/2" g'_1^ T-3 1/2" 9'-6' 6" 12'-0" 14'-7 3/4" 11 LO HR TENANT DEMISING WAIL D 8 f■i TO LET' O C`4 - A 111 T t\>x ADMIN ` LL EXAM ,15b ;, N OFFICE FOT61 zj 11081 1 EXAM '-7 3/ Go 107 110 _ s09 N . ......... . 0 13Ic rA4 I — — DE T 109 10 ` = Aaoo 9'-7 1/4" o \_ p I 11 10'-7 3/4 1 sSimo1 % � - RECEPTION �, 11 7'-1 1/ 105 9 11 '-3 1/4" 2 3/4" fi'-9" '% y - - a 09 0 15"wn WAITING 104 104 to EXISTING EXISTING VESTIBULE 03 LOBBY i ,tiwo ' _ "700 � °° 11 d X00 ri VJ E.7 - - EXISTING UTILITY12 6"R Aaoo 18'-0 1/4"13 ... = 02 EX TING 1 TNG � A op Aaoo = EXISTING -1 toS A(R ELEV. V. N E.9 >x i EQU(P. i A400 — LL — — 1. M CORRIDOR 3 J 113 0 —10 3/4" 4 — BREAK RM. ; A400 �, RETAIL ttz .t lot WOMEN'S PREP i 130 14"w LOCKERS 1 SEE INTERIOR i DESIGN DWGS. ? A ° 140,05 04 rr BENCH BENCH N Aaoo \_ 4' 11" cos 8" 4'-9 1/4" 4'-9 1/4" 5'-7 1/2" 5'-7" o co t2 Q' I ° 07 io "goo RECEPTION u u 102 WET ROOM �J 29 29 2s 8'-8 1/4" 6" 19'-3 s1a l4'-31/2' N i WOMEN'S TOILET sz9 i;04 LO 1 z9 • ° 7'-11 2" S-91/2" S-91/2" S-91/2" 3'— 2 „; 1 ADMIN. FOLDING PAR'nTION Alt a__ 103 " 9 s3 3 A400 Ai00 —7 3/4" 129 5 _a. EN'S PR x 0 6" 07 16o0 125 14 N v> "soo Auoo 9'-11 1/4" 4'-10 1/2 1 ^ G 6' S 3/4" 2 5 _ ® � A400 i s 114 08 G.6 `i' 20 10'-1 1 /2' 2'-2 1 /4' 1 12'-10 3/4" wsoo '., I - � �„ 14' N, G. SIM. AESTH 1 _ I a = 115 . '7 G.s MEDITATION #1 MEDITATION #2 M N'S TOI PEDICURE of a 07 COR 126 (D124 app t 28 X ` • j i 414' T7 ❑ i ® i �'0° STAFF T. N Q 00,0% 123 , e. 20 � vF.oltttRE fz d 116 SEE INTERIOR DESI GN DWGS., + 123 ,AESTH #2 I I = c �\`� = C 1 RR 122 G. a 7'-9 1/2" ;; 12'-10 1/2" 4'-6 3/4" 3'-0" 6'-10 1/2- 4'-9' /2 G. Q 117 6'-6 1/2- _ 13 �' 11e tis t9 MASG # 1 121 MASG 13 G G G. G. • 12O set o, G.6 h`\ MASG # 1 AESTH #3A 0 � o tt9 0 0 117 1 AESTH #4 A30) c 10 00� PEDICURE N 07 tta 07 07 ° o 07 I wsoo wfoo �LL=n - 8'-2" 15. I � I kENTRANCECANVAS DF ' `� W1 o i CANOPY (6'X13'-8' (SEE STOREFRONT ELEV. SHT A200) 6'— DF. i I 101 I -t--}--ENTRY DOOR I cl i GENERAL NOTES: FLOOR PLAN G.1 DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD OR CMU. EXTERIOR DIMENSIONS FROM FACE OF STUD TO FACE OF BRICK IS 5 1/2". G.2 ALL INTERIOR PARTITIONS (U.N.O.) SHALL BE 3 5/8" 18 GA. MTL. STUDS @ 16" O.C. WITH SOUND BATT INSULA11ON AND 5/8' TYPE "X" GYP. BD. EACH SIDE. G.3 PROVIDE REQUEST FOR DIMENSIONAL CLARIFICATIONS IN WRITING WITH PHOTOCOPY OF AREA IN QUESTION PRIOR TO CONSTRUCTION OF WORK IN AFFECTED AREA. G.4 COORDINATE PLUMBING FIXTURE ROUGH -IN PLACEMENT WITH FRAMING. G.5 FRAMING CONTRACTOR TO LAY OUT STUD LOCATIONS PRIOR TO CONSTRUCTING TO VERIFY INTERFERENCE BETWEEN STUDS AND EXISTING CONDITIONS G.5 TENANT DEMISING WALL SHALL HAVE 5/8" TYPE X GYPSUM BOARD SHEATHING TO MEET THE REQUIREMENTS OF A 1 -HOUR WALL. G.6 PROVIDE 1/2" SOUND DEADENIONG BOARD UNDER 5/8" GYP. BD. TO 10'-0" AFF WOMEN'S DHt551NG ENLARGED TOILET PLAN MANICURE & 0 ' PEDICURE UWURE 13 2 TYP O GRAB BAR, 42 LONG = A400 © RECESSED MOUNTED PAPER TOWEL DISPENSER/DISPOSAL W1 O7 LIQUID SOAP DISPENSER WOCURE fs 1� DN #2 MEN'S DRESSING FINISHED FACE— OF WALL BAR BABY CHANGING STATION a0 to CV S G H DG. ® 18X24 MIRROR �9 2060 MIRROR =1 �O SURFACE MOUNTED DISPOSABLE TOILET SEAT COVER DISPENSERROOM SYMBOL LEGEND 9 "="0' INTERIOR ELEVATION ua+ICtllzt !s -j W1 J O1 UNDERLAVATORY PIPING KNEE GUARDS SCALE 1/8"-1'-0" DF. cnuNG HEIGHT 5'-0" 6 3 4 REVERSE PARTITION PAR 10 8 TOWI 5'-0" -0" DF. 12.. 3'_ .. 42 5 5 4 LAV. X x Q a I I ` 1 o < 00 O � --- DG DG. 2 1 S" 2 INSULATE ALL EXPOSED PIPES 5'-1 1/4" 3'—a" TYPICAL ANTHROPOMEI MMACURE f (6) TYPICAL CANVA CANOPY (3'X6'-4") (SEESTOREFRONT °RTE A200) ACCESSORIES LEGEND G SURFACE MOUNTED DOUBLE ROLL TOILET TISSUE DISPENSER tuw►ctx� 12 �J ` yy, Q2 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL UNIT �3 SURFACE MOUNTED SANITARY NAPKIN/TAMPON DISPENSER DG 4 GRAB BAR 36" LONG MANICURE & 0 ' PEDICURE UWURE 13 2 TYP O GRAB BAR, 42 LONG = A400 © RECESSED MOUNTED PAPER TOWEL DISPENSER/DISPOSAL W1 O7 LIQUID SOAP DISPENSER WOCURE fs 1� DN #2 MEN'S DRESSING FINISHED FACE— OF WALL BAR BABY CHANGING STATION a0 to CV S G H DG. ® 18X24 MIRROR �9 2060 MIRROR =1 �O SURFACE MOUNTED DISPOSABLE TOILET SEAT COVER DISPENSERROOM SYMBOL LEGEND 9 "="0' INTERIOR ELEVATION ua+ICtllzt !s -j W1 J O1 UNDERLAVATORY PIPING KNEE GUARDS M (WIM In U700M of SM owes) ROOM N0./FINISH KEY DG. O2 24" LONG TOWEL BAR cnuNG HEIGHT Q — H � CEILING TYPE/CEILIN Ic SHOWER CURTAINRMW AM -40 DW 9'-7 1 2' 131 H. DOOR NUMBER 3 / 3 s/a' MIL Sm W E c W1 ® ELECTRIC WATER COOLER(S) - 1 ADA UNIT01 0 1/ TYP' Aa00 — _ LY 1 O5 FOLDING SHOWER SEAT � WINDOW NUMBER " 9'-71/2^ 9'-71/2' 31/2" 6'_ H 6'-0" 2'-3" y�� C�ARCHITECTURAL N� EXISTING p� STAIR FLOOR PLAN SCALE 1/8'-1'-0" A400 © MOP AND BROOM HOLDER �°�"'� N0 ENLARGED PLAN "� �r Ho D18 O BABY CHANGING STATION 4 WALL SECTION ® L SHAPE SHOWER GRAB BAR O9 GRAB BAR, 30" LONG 1 HR. PARTITION © FABRIC CURTAIN WITH STAINLESS STEEL RODEXISTING CONSTRUCTION MIRROR LAVATORY W 0 cn W Q U as W W OJ 0 LJ ~ J a c,) Z Q wU a. r�W U J a� W J W V r 0 I I I I / TOTLET - T1 ADMIN I \ OFFICE 4-1 t°a 1 t 0 107 106 � 10 A400 G RECEPTION t05 16 � 06 � O UTILITY i11 12 A400 I 18 Ewud is EXISTING LOBBY LAUEXI TING I EXISTING I NG l S AIR ELEV. V. 06 15 i � EQUIP. D06() 14 A400 06 CORRIDOR 113 BREAK RM. 113 3 112 A400 E EP ' 10 , 10130 04 11 4 (D 07 ET ROOM F(DW i14 5 — 0 ESTH 1 09 CORR 128 X 115 C2_ o c�_ O i v 116 AESTH #2 pg 116 x L 03 117 11s 119 /7 09 9'H4 to QO■ 11 29C WOMEN'S TOILET 129 \ Ita�� .. EP 11 A400 qD EXISTING VESTIBULE II _ 13 A400 E.9 I I DF.1 DF DF. RETAIL 101 W1 49 � \ RECE 102 09 10 �DMIN. 103 13 L — DF. w REVERSE DF. N TYP. A, EQUIPMENT PLAN SCALE 3/1 s-=1 •-o" DOOR SCHEDULE NO. SIZE DOOR FRAME TYPE EACH TO WAVE HARDWARE TYPE NOTES TYPE MAT'L LABEL HEAD JAMB SILL 101 4'-0"X8'-0" A AL - 01 - - - 5 - 103A 3'--0"X7'-0" B WD - 03 17/A400 17/A400 - 2 - 103B 3'-0"X7'-0" B WD - 03 17/A400 17/A400 - 2 - 104 4'-0"X8'-0" A AL - 02 - - - 1 - 106 3'-0"X7'-0" B WD - 03 17/A400 17/A400 - 8 - 107 3'-0"X7'-0" B WD - 03 17/A400 17/A400 - 8 - 108 3'-0"X7'-0" B WD - 03 17/A400 17/A400 - 4 - 109 3'--0"X7'-0" B WD - 03 17/A400 17/A400 - 4 - 110 S -0"X7'-0" 8 WD - 03 17/A400 17/A400 - 3 - 111 A 3'-0"X7'-0" C WD - 03 17/A400 17/A400 - 7 - 111B S -0"X7'-0" 8 WD 45 MIN. 03 17/A400 17/A400 - 7 - 113 S -0"X7'-0" B WD - 03 17/A400 17/A400 - 6 - 114 3'-0"X7'-0" 8 WD - 03 16/A400 16/A400 - 6 115 S -0"X7'-0" 8 WD - 03 16/A400 16/A400 - 6 - 116 S-0"0-0" B WD - 03 16/A400 16/A400 - 6 - 117 3'-0"X7'-0" B WD - 03 16/A400 16/A400 - 6 - 118 3'-0"X7'-0" B WD - 03 16/A400 16/A400 - 6 - 119A 3'--0"X7'-0" B WD - 03 16/A400 16/A400 - 6 - 119B 3'-0'X7'-0" B WD - 03 16/A400 16/A400 - 6 - 120 3'-0"X7'-0" B WD - 03 16/A400 16/A400 - 6 - 121 3'-0"X7'-0" B WD - 03 16/000 16/A400 - 6 - 122 3'-0"X7'-0" B WD - 03 17/A400 17/A400 - 6 - 123 S -0"X7'-0" B WD - 03 17/A400 17/A400 - 3 - 125A S-0"0-0" B WD - 03 17/A400 17/A400 - 6 - 1258 3-0"X7'-0" B WD - 03 17/A400 17/000 - 6 - 129A S -0"X7'-0" B WD - 03 17/000 17/A400 - 6 - 129B 2'-6"X7'-0" B WD - 03 17/000 17/000 - 3 - 129C 21-6"X7'-0" B WD - 03 17/A400 17/A400 - 3 - 129D 3'-0"X7'-0" B WD - 03 17/A400 17/A400 - 3 - 130 3'-G"X7'-0" 8 WD - 03 17/A400 17/A400 - 6 - 131 4'-0"X8'-0" A AL - 01 17/A400 17/000 - 5 - HARDWARE SCHEDULE HARD&W SET i (IIUl11. DR & "00 HAR0IMARE SET 2 HAFUSRE SET 3 PRIVACY FWIDIURF SET 4 EXAM IWlD W SET 5 (EXT ALCM OR & FR) EACH TO WAVE EACH TO HAVE: EACH TO HAVE. EACH TT) HAVE. EACH TO HAVE. 3 EA HINGES 3 EA. HINGES, HEAVY DUTY 0 DOOR 3 EA. HINGES i � H�STRIM 1 Ek HINGES 1 EA. PUSH do PULL BAR > 3'-0" 1 EA DOOR STOP SOFA 2 KETAL 1 EA CLOSER 1 EA. LEVER TRW 1 EA. PRIVACY LOCK 1 EA. DOOR STOP 1 EA THRESHOLD I EA KEYED CYLINDER 1 EA KEYED LOCK STOOL (5HOWER) 09 EA. DOOR STOP t EA CLOSER 10 CHAIR 1 EA. PANT; BAR &PULL HANDLEI 11 1 EA. DOOR STOP 12 1 EA. CLOSER GASKET AS NOTED ON SCHEDULE GASKET AS NOTED ON SCHEDULE GASKET AS NOTED ON SCHEDULE GASKET AS NOTED ON SCHEDULE GASKET AS NOTED ON SCHEDULE KICK PLATE AS NOTED ON SCHEDULE KICK PLATE AS NOTED ON SCHEDULE KICK PLATE AS NOTED ON SCHEDULE KTP( PLATE AS NOTED ON SCHEDULE KICK PLATE AS NOTED ON SCHEDULE HAFUMIRE SU 5 PASSAGE FVJUR E SET 7 WJVNARE SET 8 FMRDOW SET 9 EXT. HM HAMY ARE SET 10 EACH TO HAVE. EACH TO HAVE: EACH TO HAVE. H TO HAVE TO HAVE, 3 EA. HINGES, HEAVY DUTY 0 DOOR 3 EA. HINGES 3 EA HINGES 3 EA. NGES 3 EA ES. HEAVY DUTY > 3'-0" t EA PANIC BAR i EA. KEYED LOCK i Ell > '-0" I EA DOOR STOP 1 EA CLOSER 1 EA. DOOR STOP 1 EA MET 1 EA D00 OP I Ek CLOSER 1 EA. DOOR STOP I EA. LEVER TRIM 1 EA DOOR I EA CLOSER �oe 1 EA LEVER TRIM 1 Ek KEYED LOCK I Ek I EA. PUSH f i EA DU MOUNTED Y 1 EA LOCK GASKET AS NOTED ON SCHEDULE GASKET AS NOTED ON SCHEDULE GASKET AS NOTED ON SCHEDULE AS NOTED ON SCHEDULE AS NOTED ON SCHEDULE KICK PLATE AS NOTED ON SCHEDULE KICK PLATE AS NOTED ON SCHEDULE KICK PLATE AS NOTED ON SCHEDULE PLATE AS NOTED ON SCHEDULE PLATE AS NOTED ON SCHEDULE V.I.F. DOOR & FRAME ELEVATIONS 2' 2" 4'_°• 2" SCALE 1/4"-0" cl+ 2 FIELD VERIFY 2" 4'-0" 2" "SEE SCHED. SEE SCHEO SEE SCHED SEE SCHEO ___4 IF _T_ N G1 o G1 p O = O O co U 00 M G1 G1 G1 G1 FIN FLR DOOR 104 DOOR 104 HM FRAME ALUM/GLASS SC WOOD Na WOOD p1 0 RETAIL 1010 WAITING 104 INTERIOR 03 DOOR TYPE A DOOR TYPE e DOOR TYPE C 02 MANICURE & PEDICURE 131 FRAME TYPE 0 FURNITURE/FIXTURE/EQUIPMENT SCHEDULE A frf o�c opoLLJLAJ =ava5 N � _ J ~6'= C) C) Z N MANICURE TABLE WIRE A GLASS 03 MASSAGE TABLE (1) W W Z = D.. LLI z Q Ed 39 �Q W O 0 I I a 9 M FURNITURE/FIXTURE/EQUIPMENT SCHEDULE frf o�c opoLLJLAJ =ava5 N � _ J ~6'= C) C) Z 01 MANICURE TABLE 02 03 MASSAGE TABLE 04 CHAIR 1 N 05 SOFA 2 06 CHAIR 3 07 HYDRO THERAPY 08 STOOL (5HOWER) 09 STOOL 10 CHAIR 11 TABLE 1 12 TABLE 2 13 WORK STATION 14 REFRIGERATOR -FULL SIZE W ICE MAKER 15 1 MICROWAVE - UNDER CABINET 16 STACKABLE WASHER DRYER 17 CUSTOM DISPLAY SHELVING BY OWNER 18 EXAM TABLE 19 UNDER COUNTER REFRIGERATOR (1) W W Z = D.. LLI z Q Ed 39 �Q W O 0 I I a 9 M REFLECTED CEILING PLAN N WALE 1/8"-l'-0" CEILING PLAN NOTES: OPROVIDE 6" THK. SOUND/BATT INSULATION ABOVE ALL THE CEILING OR AS SHOWN. SEE SPECIFICATIONS. FOR SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLE TYPES/ LOCATIONS, SEE MEP DWGS. FOR LIGHT FIXTURE TYPES/LOCATIONS, SEE ELECTRICAL DWGS. OCOORDINATE BULKHEAD FRAMING WITH CASEWORK DRAWINGS. OALL BULKHEADS AT 8'-0" AFF UNLESS OTHERWISE NOTED. OCOORDINATE CLEARANCES WITH MEP DWGS. ALL CEILING HEIGHTS FROM FINISH FLOOR LEVEL. CEILING LEGEND: CEILING TYPE CEILING HEIGHT CEILING TYPE: KHARA--SPA-� KEY PLAN ON iI im-mm documwftIA102.dwg. OL23 2OD4 08:18:18 AM M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com 2'X4' ACOUSTICAL CEILING TILE. TYPE A (AT 1) AT=ACOUSTIC CEILING TILE (SEE INTERIOR DRAWINGS FOR SPECS.) TYPE B 2'X2' ACOUSTICAL CEILING TILE. II) AT=ACOUSTIC CEILING TILE JAT SEE INTERIOR DRAWINGS FOR SPECS.) N Z :3 TYPE C z GYPSUM WALLBOARD, PAINTED W UZ TYPE D EXPOSED STRUCTURE, NO PAINT KHARA--SPA-� KEY PLAN ON iI im-mm documwftIA102.dwg. OL23 2OD4 08:18:18 AM M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com z M W A.... L z w m ��11111101 p W F W U PLOT DATE 06-23-04 PROJECT N0: W W is 1} W Q Zoz Lo m� J z � r b`s IL CL �� 111 1 z dg a 6- $ w < bl 0� lu a � a o Z z1 z SHEET NUMBER 102 I I r 0 I o Q CL m Q N Z :3 z o W UZ U w cLj N � U i o LL 0 Ld m O to It z M W A.... L z w m ��11111101 p W F W U PLOT DATE 06-23-04 PROJECT N0: W W is 1} W Q Zoz Lo m� J z � r b`s IL CL �� 111 1 z dg a 6- $ w < bl 0� lu a � a o Z z1 z SHEET NUMBER 102 I I r 0 I TOP OF PARAPET TOP OF PARAPET TOP OF PARAPET � 23Elifr Jnr M>Iw�■M>•M>i M>rMl■■.r>w.Me r•.w�■r M>tr■w.�nl 0111 J i �� � I ,M�wnM>.�■� PARTIAL SOUTH ELEVATION SCALE 1/8'-1'l I 5'-6` FIFI D VERIFY W2 G1—DENOTES SAFETY GLASS /'00-i 1 STOREFRONT A200J SCALE 1/4"-0" ■ : �M■fi ! aw■nns i i 5'_R" FIFA D VFRIFY O r,l-DENOTES SAFETY cuss PARTIAL MWEST ELEVATION SCALE l%fn{'1/ 5'-6" FIELD VERIFY10 N SPAHM 1 `o W3 } L ' N o0 I O N O_ N I I G1 G1 o I I _00 a = G1 N ]G1 s z- 2" 4'-0' G1—DENOTES SAFETY GLASS SIGNAGE (BY OWNER) ALUMINUM STOREFRONT (TOTAL=10 UNITS) (6 TOTAL) CANVAS AWNINGS TOP OF PARAPET +39'-0" TOP OF PARAPET ., +35'-0" TOP OF STRUCTURE +32'-0" SECOND FLOOR x, +18'-0" W4 G1—DENOTES SAFETY GLASS 2 fE3D VEREY� �O I ENTRY/EXIT DOOR 4 STOREFRONT N ' SCALE 1/l �A200J SCALE 1/4"-0- 7 N G1CV U W4 G1—DENOTES SAFETY GLASS 2 TYPICAL STOREFRONT 3 ENTRY/EXIT DOOR 4 STOREFRONT A200 SCALE 1/l �A200J SCALE 1/4"-0- 7 N SCALE 1/4'p-0" 5,-9" TYPICAL AT (4) OPENINGS cz 6'-0" SIDE VIEW AT MAIN ENTRY ***SUBMIT DRAWINGS WITH OWNER'S LOGO INFORMATION FOR APPROVAL. 5/e' GYP BOARD - OVER METAL STUDS NEW STOI SCALE 3/8"-0' v WEST ELEVATION AT EXIT DOOR CANVAS AWNING ELEVATIONS SCALE 1/2"-0" SPANDREL Q ASS CANVAS CANOPY -- BRCK VENEER BEYOND (N.I.C.) PANTED STEEL (N LC.) TENANT STOREFRONT CAST STONE (N C ) FIRST FLOOR + -O SECTION 8" 3'--0" 10 TYPICAL SIDE VIEW . m 1 • 1 77 ■ 5/a• GYP am CLC. OVEN METAL SM �— NEW CANVAS CANOPY TENANT STOREFRONT NEW STORE SIGN (slew SHOP DMMCS FOR APPROVAL) BRICK VENEER BEYOND (NIC) ob PANTED STEEL (N.I.C.) TENANT STOREFRONT DOOR CAST STONE (NJ C.) FIRST FLOOR 6 NEW STOREFRONT SECTION A SCALE 3/8--0- a M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchstects.com 4 r J 7 N Z 0 U Z Q O O LOLdJ 0Z and J W 0 UZ Z J IW— Ld (Q N r U 0 W �Z� d U o R 50 V) m O r- 5P - Z W<W< W< W< 0= Wo uj < SEN••... ��. co IL LUL cm :r i� SAA% ffflfll D W r - w U PLOT DATE: 06-23-04 PROJECT N0: 0 o W Q 11�� 11d.�, O 2O 5? Z Z !</1 ac w V z a 9L �/ay Z0. F5�Z`P In ZC $i n �� n 7 � W W d FE o La OiE F O < Z cc SHEET NUMBER 200 CLG. HGHT SEE SCHED. GYP. BD. BLKHD EL: 8'-0' 3036 3036 CLG. HGHT EL- 8' -Ow SHELF AT E1 EL 5'-0' I I I I olbROD AT EL 4" P.L. B��AgqCKSPLA ALLLLSEXPOSEDµµTeO 16 SGRFACES EL- 3'-0' OL RADIUS CORNER 1 s -4 1- P.LAM.ADJ. SHELVES OL EL: 0'-0' EL O'-1 qr 3058 308 BASE RE: FIN SCHEDULE o, TYPICAL CASEWORK 30 SCALE 1/4"-0" OL CLG. HGHT SEE SCHED. CURVED BULKHEAD SEE PLAN MIRROR (SEE INT. DWGS.) SOLID SURFACE TOP WITH PL LAM BACKSPLASH & SKIRT OIL EL: 3'-0' P. LAM SUPPORT t:::::: ot EL 0'-0" BASE N SCHEDULE 04 VANITY 30 SCALE 1/4"-0" 3042 2636 36X24 3024 3024 JUa4 18" DEEP UTILITY 111 30 SCALE 1/4"—Om 6' GYP. BD. BULKHD 3036 3636 T3636 3636 ot CLG. HGHT T r — PLASTIC LAM TOP & ALL EXPOSED SURFACES EL - 2'-6' P. LAM SUPPORT KNEE SPACE KNEE SPACE olb EL o'—o" RE 05 BREAK ROOM 112 30 SCALE 1/4"-0" 14' W. PL LAMINfF SH NMITAI DRYER I WASHER I JAN L Fi6' 1 EL- 9'-0- -02436 " "'� 2436 OPEN DISPLAY SHELVING it — — UNDER COUNTER LIGHTS 12' W P. LAM T I REF I I jWEN"tjp"tq P. LAM ADJ. SHELVES JUa4 18" DEEP UTILITY 111 30 SCALE 1/4"—Om 6' GYP. BD. BULKHD 3036 3636 T3636 3636 ot CLG. HGHT T r — PLASTIC LAM TOP & ALL EXPOSED SURFACES EL - 2'-6' P. LAM SUPPORT KNEE SPACE KNEE SPACE olb EL o'—o" RE 05 BREAK ROOM 112 30 SCALE 1/4"-0" KNEE olb CLG. HGHT SEE SCHED. CLG. HGHT 7'-0*w EL- 8 -0 p4"" P. LAM BACKSPLASH, 8" WIDE ALV. EXP p0 SU�RpFACES W.AS d�S�ATIC P DIS DSER EXPOSED EL. 3'-0" RADIUS SEE PLA 4VD .ivy +vu RE. FlN SCHEDULE ob CLG. HGHT EL: 14'-0' ob TOP CAB EL 9'-0' EL - 6'-3' 4- EL- 5'-0" TOP COUNTER EL 3' -Ow OL El— O'—Ow SCHEDULE os RECEPTION 105 o RECEPTION 105 SCALE 1/4"-0 SCALE 1/4"-0" ALL CABINETS SHALL BE 24' DEEP LAM BACKSPLASH ADJUSTABLE SHELVES _ _ _ _ = _ _ _ COUNTER TOP t i SUP LAM ON ALL SURFACES EL 3'-6' ---- ---- ---- II tl II EL: 0'-0" RE FIN SCHEDULE os RETAIL 101 UO SCALE 1/4n—Ow CLG. HGHT. +9'-0' AFF BLKHEAD 0 8'-0' AFF GYP. BTM/CAB. EL- 4'-6" T/L.OW COUNTER EL- 2'-6'_ah FIN. FM EL: 0'-0' 10'-O' tAP 4'-0" I 3'-8' RECEPTION 105 SCALE 1/4"-0" 4a 4ax?J4 4t3Xt34 46XZ54 BASE RE: FIN SCHEDULE 03 UTILITY 111 30 SCALE 1/4"-0" PLASTIC LAM ON ALL EXPOSED SURFACES --ADJUSTABLE SHELVES 2042 2442 2442 oL CLG. HGHT BLKHEAD A 8'-0' AFF GYP. BOARD WRAP EL- 9'-0- -02436 "'� 2436 OPEN DISPLAY SHELVING EL- 4'-6" UNDER COUNTER LIGHTS 12' W P. LAM T I jWEN"tjp"tq P. LAM ADJ. SHELVES r Y P. LAM TOP & BACKSPI t P' RADIUS CORNER PLASTIC LAM TOP & 1' BTM/CAB. EL- 4'-6" _� T IGH COUNTER EL- 3' 6" 6' RADIUS (TOP &END PANEL) P.L.TOP &ALL EXP. SURFACES RADIUS CORNER p LAM ADJ SHELVES T COUNTER EL- 2' -Co - �_.� LAMINATE ON ALL EXP. SURF. ON i% P. LAM ADJ. SHELVES BASE RE: SCHEDULE FIN. FLR. EL: 0'-0' 248 248 24B KNEE olb CLG. HGHT SEE SCHED. CLG. HGHT 7'-0*w EL- 8 -0 p4"" P. LAM BACKSPLASH, 8" WIDE ALV. EXP p0 SU�RpFACES W.AS d�S�ATIC P DIS DSER EXPOSED EL. 3'-0" RADIUS SEE PLA 4VD .ivy +vu RE. FlN SCHEDULE ob CLG. HGHT EL: 14'-0' ob TOP CAB EL 9'-0' EL - 6'-3' 4- EL- 5'-0" TOP COUNTER EL 3' -Ow OL El— O'—Ow SCHEDULE os RECEPTION 105 o RECEPTION 105 SCALE 1/4"-0 SCALE 1/4"-0" ALL CABINETS SHALL BE 24' DEEP LAM BACKSPLASH ADJUSTABLE SHELVES _ _ _ _ = _ _ _ COUNTER TOP t i SUP LAM ON ALL SURFACES EL 3'-6' ---- ---- ---- II tl II EL: 0'-0" RE FIN SCHEDULE os RETAIL 101 UO SCALE 1/4n—Ow CLG. HGHT. +9'-0' AFF BLKHEAD 0 8'-0' AFF GYP. BTM/CAB. EL- 4'-6" T/L.OW COUNTER EL- 2'-6'_ah FIN. FM EL: 0'-0' 10'-O' tAP 4'-0" I 3'-8' RECEPTION 105 SCALE 1/4"-0" 4a 4ax?J4 4t3Xt34 46XZ54 BASE RE: FIN SCHEDULE 03 UTILITY 111 30 SCALE 1/4"-0" PLASTIC LAM ON ALL EXPOSED SURFACES --ADJUSTABLE SHELVES oL CLG. HGHT GYP. BD. BULKHD EL- 9'-0- -02436 OL EL 7'-6" 2436 2436 OPEN DISPLAY SHELVING EL- 4'-6" RE FIN SCHEDULE os RETAIL 101 UO SCALE 1/4n—Ow CLG. HGHT. +9'-0' AFF BLKHEAD 0 8'-0' AFF GYP. BTM/CAB. EL- 4'-6" T/L.OW COUNTER EL- 2'-6'_ah FIN. FM EL: 0'-0' 10'-O' tAP 4'-0" I 3'-8' RECEPTION 105 SCALE 1/4"-0" 4a 4ax?J4 4t3Xt34 46XZ54 BASE RE: FIN SCHEDULE 03 UTILITY 111 30 SCALE 1/4"-0" PLASTIC LAM ON ALL EXPOSED SURFACES --ADJUSTABLE SHELVES 1U-1"REF. 3658 30B 24S8 24"OPNG BASE BAS FlN SCHEDULE RE: FIN SCHEDULE o, TYP. CASEWO& MEDITATION 30 SCALE 1/4N-0" 30 SCALE 1/4-0" CLG. HGHT. +9'-0" BLKHEAD ® 7'-6' AFF T/ OPENING EL 7'-0' CURVED (R=4' -Ow) 12" W. PL LAMIN -COUNTERTOP & 6 SKIRT ON RADIUS THIGH COUNTER Eh 3'-6" -6 WALL BASE RE SCHEDULE FIN. U. EL.: 0'-0" 4' 1 I NOTE: ANCHOR BENCH TO FLOOR f f n WOOD BENCH SCALE: 1/4" = 1'-0' LENT (TYP) LATCH/COP CLG. HGHT +10'-0" SII{ w� EL 7'-O" O 0 8 0 P.L. WARDROBE LOCKERS Eh 4'-2" 0 0 0 9 Q g EL: 31-2- 4' BASE EL 0'-0' 8 DOUBLE nER LOCKERS ,2 LOCKERS - WOMEN'S PREP 130 SCALE 1/4"-0" CLG. HGHT +10'-O" V-4' VENT () TCH/C TROL (TYP) SLOPED TOP EL -7'-0' 0 EL 4'-2' fl Q 0 EL' 3'-2' P.L. WARDROBE LOCKERS 16' DEEP 4w BASE SOMME EL• 0'-0' dh IRV 6 DOUBLE TIER LOCKERS O 16" WIDE 4 MEN'S PREP 130 SCALE 1/4" = 1'-0' GENERAL NOTES 1. COORDINATE ALL FINISHES WITH INTERIOR DESIGN DRAWINGS. 2. ALL CABINETS SHALL HAVE GYP. 8D. BULKHEADS, U.O.N. 3. ALL CASEWORK SHALL BE FIELD VERIFIED. 4. UPPER CASEWORK SHALL BE 1'-0" DEEP U.O.N. 5. LOWER CASEWORK SHALL BE 2'-0" DEEP UNLESS OTHERWISE NOTED. 6. ALL APPLIANCE'S & EQUIPMENT BY OWNER. REFER TO EOUIPMENT PLANS & SCHEDULES. 7. COORDINATE ALL CASEWORK ITEMS WITH ELECTRICAL DRAWINGS BEFORE SUBMITTING SHOP DRAWINGS P.L. BACKSPLASH AND COUNTERTOP EL- 3'-0" TOP OF COUNTER TOP PULL TYPE CABINET HARDWARE P.L. ADJUST. SHELVING VINYL BASE EL 0'-0" F.F. P.L. BACKSPLASH AND COUNTERTOP EL: 3'-0" TOP OF COUNTER TOP P.L. CABINET t N M PULL TYPE CABINET HARDWARE RE: PROJECT MANUAL VINYL BASE a . EL- 0'-0" F.F. BLOCKING AS REQ'D e e e e e e e e O O e e O O e e e e e e 0 0 0 0 D O 4" BLOCKING AS REQ'D CABINET SECTION CV 4' 25" CABINET SECTION GYP. W. SOFFIT PNTD. RE SCHEDULE CLG. HGHT. SEE SCHED. Ah EL: a'—ow BTTM OF BULKHEAD 1" TYPICAL FRONT & SIDES e O D O 0 0 PLASTIC LAMINATE o e e z A OO12' o0INDICATES SLOTS FOR 0 ADJUST. SHELVING e o P.L. ADJUST. SHELVING , w ix Q O O O e O e e o PULL TYPE ' CABINET HARDWARE .` EL:- 5'-0' BTTM. OF CABINET RE: SEE ELECTRICAL PLAN FOR LOCATIONS OF UNDERCOUN7ER LIGHTS INDICATES FINISHED END WALL CAB SECTION M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com z U J QotY p LJa Q 0 W mQ Z wZ o U Q z a Li �J > Li :2 W ■� 04 a � v W z L) Y o U 0: m o 3 V) W a U O O O O W< WQ WG W� arm ao 0= ao a ```���11111111ff// 0 a u- I ¢ rw Q= :►- �a cc co W lJJiilHy►1 F - CC U PLOT DATE: 06-23-04 PROJECT NO: Lu W� 3G =O W O 5 aW G Z N z N =rZ r ��- a a. U CL a a a =z3 F= y�� Tr. W m� Ncc� ,,Wj W -191sa� � m } �WD NX O x Q m .1 :3 L.Yt W W y�� WO � y U !a F O O < C7 z SHEET NUMBER r oL CLG. HGHT GYP. BD. BULKHD EL- 9'-0- -02436 OL EL 7'-6" 2436 2436 OPEN DISPLAY SHELVING EL- 4'-6" UNDER COUNTER LIGHTS 4' SKIRT W/ UNDER COUNTER I,LGHTS I P. LAM TOP & BACKSPLASH r Y P. LAM TOP & BACKSPI PLASTIC LAM TOP & RADIUS CORNER PLASTIC LAM TOP & ALL EXPOSED SURFACES EL 3'-0" EXPOSED SURFACES Aw EL 3'-0' 6' RADIUS (TOP &END PANEL) p LAM ADJ SHELVES UNDER COUNTER REFRiG 1U-1"REF. 3658 30B 24S8 24"OPNG BASE BAS FlN SCHEDULE RE: FIN SCHEDULE o, TYP. CASEWO& MEDITATION 30 SCALE 1/4N-0" 30 SCALE 1/4-0" CLG. HGHT. +9'-0" BLKHEAD ® 7'-6' AFF T/ OPENING EL 7'-0' CURVED (R=4' -Ow) 12" W. PL LAMIN -COUNTERTOP & 6 SKIRT ON RADIUS THIGH COUNTER Eh 3'-6" -6 WALL BASE RE SCHEDULE FIN. U. EL.: 0'-0" 4' 1 I NOTE: ANCHOR BENCH TO FLOOR f f n WOOD BENCH SCALE: 1/4" = 1'-0' LENT (TYP) LATCH/COP CLG. HGHT +10'-0" SII{ w� EL 7'-O" O 0 8 0 P.L. WARDROBE LOCKERS Eh 4'-2" 0 0 0 9 Q g EL: 31-2- 4' BASE EL 0'-0' 8 DOUBLE nER LOCKERS ,2 LOCKERS - WOMEN'S PREP 130 SCALE 1/4"-0" CLG. HGHT +10'-O" V-4' VENT () TCH/C TROL (TYP) SLOPED TOP EL -7'-0' 0 EL 4'-2' fl Q 0 EL' 3'-2' P.L. WARDROBE LOCKERS 16' DEEP 4w BASE SOMME EL• 0'-0' dh IRV 6 DOUBLE TIER LOCKERS O 16" WIDE 4 MEN'S PREP 130 SCALE 1/4" = 1'-0' GENERAL NOTES 1. COORDINATE ALL FINISHES WITH INTERIOR DESIGN DRAWINGS. 2. ALL CABINETS SHALL HAVE GYP. 8D. BULKHEADS, U.O.N. 3. ALL CASEWORK SHALL BE FIELD VERIFIED. 4. UPPER CASEWORK SHALL BE 1'-0" DEEP U.O.N. 5. LOWER CASEWORK SHALL BE 2'-0" DEEP UNLESS OTHERWISE NOTED. 6. ALL APPLIANCE'S & EQUIPMENT BY OWNER. REFER TO EOUIPMENT PLANS & SCHEDULES. 7. COORDINATE ALL CASEWORK ITEMS WITH ELECTRICAL DRAWINGS BEFORE SUBMITTING SHOP DRAWINGS P.L. BACKSPLASH AND COUNTERTOP EL- 3'-0" TOP OF COUNTER TOP PULL TYPE CABINET HARDWARE P.L. ADJUST. SHELVING VINYL BASE EL 0'-0" F.F. P.L. BACKSPLASH AND COUNTERTOP EL: 3'-0" TOP OF COUNTER TOP P.L. CABINET t N M PULL TYPE CABINET HARDWARE RE: PROJECT MANUAL VINYL BASE a . EL- 0'-0" F.F. BLOCKING AS REQ'D e e e e e e e e O O e e O O e e e e e e 0 0 0 0 D O 4" BLOCKING AS REQ'D CABINET SECTION CV 4' 25" CABINET SECTION GYP. W. SOFFIT PNTD. RE SCHEDULE CLG. HGHT. SEE SCHED. Ah EL: a'—ow BTTM OF BULKHEAD 1" TYPICAL FRONT & SIDES e O D O 0 0 PLASTIC LAMINATE o e e z A OO12' o0INDICATES SLOTS FOR 0 ADJUST. SHELVING e o P.L. ADJUST. SHELVING , w ix Q O O O e O e e o PULL TYPE ' CABINET HARDWARE .` EL:- 5'-0' BTTM. OF CABINET RE: SEE ELECTRICAL PLAN FOR LOCATIONS OF UNDERCOUN7ER LIGHTS INDICATES FINISHED END WALL CAB SECTION M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com z U J QotY p LJa Q 0 W mQ Z wZ o U Q z a Li �J > Li :2 W ■� 04 a � v W z L) Y o U 0: m o 3 V) W a U O O O O W< WQ WG W� arm ao 0= ao a ```���11111111ff// 0 a u- I ¢ rw Q= :►- �a cc co W lJJiilHy►1 F - CC U PLOT DATE: 06-23-04 PROJECT NO: Lu W� 3G =O W O 5 aW G Z N z N =rZ r ��- a a. U CL a a a =z3 F= y�� Tr. W m� Ncc� ,,Wj W -191sa� � m } �WD NX O x Q m .1 :3 L.Yt W W y�� WO � y U !a F O O < C7 z SHEET NUMBER r 4" BLOCKING AS REQ'D CABINET SECTION CV 4' 25" CABINET SECTION GYP. W. SOFFIT PNTD. RE SCHEDULE CLG. HGHT. SEE SCHED. Ah EL: a'—ow BTTM OF BULKHEAD 1" TYPICAL FRONT & SIDES e O D O 0 0 PLASTIC LAMINATE o e e z A OO12' o0INDICATES SLOTS FOR 0 ADJUST. SHELVING e o P.L. ADJUST. SHELVING , w ix Q O O O e O e e o PULL TYPE ' CABINET HARDWARE .` EL:- 5'-0' BTTM. OF CABINET RE: SEE ELECTRICAL PLAN FOR LOCATIONS OF UNDERCOUN7ER LIGHTS INDICATES FINISHED END WALL CAB SECTION M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com z U J QotY p LJa Q 0 W mQ Z wZ o U Q z a Li �J > Li :2 W ■� 04 a � v W z L) Y o U 0: m o 3 V) W a U O O O O W< WQ WG W� arm ao 0= ao a ```���11111111ff// 0 a u- I ¢ rw Q= :►- �a cc co W lJJiilHy►1 F - CC U PLOT DATE: 06-23-04 PROJECT NO: Lu W� 3G =O W O 5 aW G Z N z N =rZ r ��- a a. U CL a a a =z3 F= y�� Tr. W m� Ncc� ,,Wj W -191sa� � m } �WD NX O x Q m .1 :3 L.Yt W W y�� WO � y U !a F O O < C7 z SHEET NUMBER r BTTM. OF CABINET RE: SEE ELECTRICAL PLAN FOR LOCATIONS OF UNDERCOUN7ER LIGHTS INDICATES FINISHED END WALL CAB SECTION M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com z U J QotY p LJa Q 0 W mQ Z wZ o U Q z a Li �J > Li :2 W ■� 04 a � v W z L) Y o U 0: m o 3 V) W a U O O O O W< WQ WG W� arm ao 0= ao a ```���11111111ff// 0 a u- I ¢ rw Q= :►- �a cc co W lJJiilHy►1 F - CC U PLOT DATE: 06-23-04 PROJECT NO: Lu W� 3G =O W O 5 aW G Z N z N =rZ r ��- a a. U CL a a a =z3 F= y�� Tr. W m� Ncc� ,,Wj W -191sa� � m } �WD NX O x Q m .1 :3 L.Yt W W y�� WO � y U !a F O O < C7 z SHEET NUMBER r r 5/8" GYP BOARD OVER MTL STUDS & FURRING CHANNELS 5/8" GYP BOARD - OVER METAL STUDS STEEL COLUMN - COL V.I.F. 5/8" 10 STEEL COLUMN COL f -,,--EXISTING DRAIN PIPE DETAIL SCALE3/4"-0" coL DETAIL SCALE 3/4'-0' SEE STRUCTURAL SEE RCP � BRACING AS REQ D: J ,,.,SEE RCP ACOUSTICAL CEILING TILE GYP. BD. CEILING STRAIGHT OR CURVED BULKHEAD SEE REFLECTED CEILING PLAN EYP. BULKHEAD DETAIL SCALE 3/4'-0" DETAIL SCALE: 3/4"-0" rc EXISTING DRAIN PIPE 5/8" GYP BOARD OVER METAL STUDS STEEL COLUMN. a EL. +18'-0" Go U5/8" 2' DETAIL SCALE: 3/4" -0 - SEE STRUCTURAL EL. +14'-0" _ I 5/8' GYP BOARD BLKHD ---/ OVER METAL STUDS SPANDREL GLASS NEW TENANT STOREFRONT NEW CANVAS CANOPY /—,4N DETAIL SCALE: 3/4"-0' a 5/8' COL F 10 5/8 GYP BOARD 5/8. VIF MF OVER MTL STUDS STEEL COLUMN DETAIL SCALE:: 3/4'-0' DETAIL SCALE 3/4'-0" e f I� D18 STEEL COLUMN i EXISTNG FRAME NEW GYP. BD. 7 NEW 5/8 GYP BOARD OVER METAL STUDS EXIST. STEEL COLUMN NEW ALUMINUM STOREFRONT SYSTEM SEE WINDOW SCHEDULE F f� DETAK SCALE 3/0-o" 1 s EXIST. STEEL COLUMN & ANGLES TYPICAL PIER DETAIL SCALE: 1-1/2'-0' 50" GYP BOARD 0 R METAL STUDS 3 5/8" CHASE WA? R �'-- V..F.-----,rF- 5/8" 5/8" COL 7 DETAIL sc 0" 5/8"3��5/8. E1 VIF GYP BOARD OVER METAL STUDS EXIST. STEEL COLUMN COL COUNTERTOP DF DFA 1/2" SOUND BOAR DF. SEALANT CONTINUA BOTHSIDESFF N Lo ,Z DETAIL SCALE: 3/4"-0' EXISTING STAIR WALL STEEL COLUMN 7 COUNTERTOP JND BATT INSULATION 5/8" GYPSUM BOARD � I VERIFY STL. ANGLE SIZE W STRUCT. DETAIL SCALE: 3/4"-0' 5/8" GYP BOARD OVER METAL STUDS 5/8" STEEL COLUMN SEALANT CONTINU i/8" METAL STUD WALL BOTHRSIDESRbF Ff DOUBLE RUNNER CHANNEL HOLLOW METAL DOOR ■ FRAME - PNTD. RE: SCHEDULESco DOOR PER SCHEDULE TYPICAL DOOR HEAD/JAMB WfiF11@' SOUND BOARD DETAIL SCALE: 3/4"-0" EXIST. FRAMING VIF I I DETAIL SCALE: 3/4'-0' )ND BATT INSULATION 5/8" GYPSUM BOARD i/8" METAL STUD WALL DOUBLE RUNNER CHANNEL HOLLOW METAL DOOR FRAME - PNTD. RE: SCHEDULES Lo DOOR PER SCHEDULE TYPICAL DSR HEAD/JAMB a M.D. ARCHITECTS, PC ALUMINUM 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 STOREFRONT SYSTEM PERIMETER CAULK FAX: 317.558.2827 www.mdarchitects.com PERIMETER CAULK —5/8" GYP OVER MTL BOARD STUDS 5/8" GYPSUM BOARD ALUMINUM OVER 3 5/8" METAL STOREFRONT SYSTEM STUDS @ 16 O.C. — SEE WINDOW SCHEDULE W/ BATT INSULATION J ALUMINUM o STOREFRONT SYSTEM EXIST. STEEL COLUMN & ANGLES TYPICAL PIER DETAIL SCALE: 1-1/2'-0' 50" GYP BOARD 0 R METAL STUDS 3 5/8" CHASE WA? R �'-- V..F.-----,rF- 5/8" 5/8" COL 7 DETAIL sc 0" 5/8"3��5/8. E1 VIF GYP BOARD OVER METAL STUDS EXIST. STEEL COLUMN COL COUNTERTOP DF DFA 1/2" SOUND BOAR DF. SEALANT CONTINUA BOTHSIDESFF N Lo ,Z DETAIL SCALE: 3/4"-0' EXISTING STAIR WALL STEEL COLUMN 7 COUNTERTOP JND BATT INSULATION 5/8" GYPSUM BOARD � I VERIFY STL. ANGLE SIZE W STRUCT. DETAIL SCALE: 3/4"-0' 5/8" GYP BOARD OVER METAL STUDS 5/8" STEEL COLUMN SEALANT CONTINU i/8" METAL STUD WALL BOTHRSIDESRbF Ff DOUBLE RUNNER CHANNEL HOLLOW METAL DOOR ■ FRAME - PNTD. RE: SCHEDULESco DOOR PER SCHEDULE TYPICAL DOOR HEAD/JAMB WfiF11@' SOUND BOARD DETAIL SCALE: 3/4"-0" EXIST. FRAMING VIF I I DETAIL SCALE: 3/4'-0' )ND BATT INSULATION 5/8" GYPSUM BOARD i/8" METAL STUD WALL DOUBLE RUNNER CHANNEL HOLLOW METAL DOOR FRAME - PNTD. RE: SCHEDULES Lo DOOR PER SCHEDULE TYPICAL DSR HEAD/JAMB a M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com z a Y J a U J o ao > W W o Z m Q � '0 ^^ VJ w C) - O c� w� Z N < J z U U cn 0 O m n vo2 ?� wtwawtw< ��oacc:c co o ' •,c�� .►- _Qo :r m '���1j�Ulltt� W u - W U PLOT DATE: 06-23-04 PROJECT NO: W W U O Z z o < O W� �fZ- mZ tt :5 w N < t) < ZZ O >- F < :310 K W - ypo SN (!� 7 t O� �w r m y: z=)<°aa C �Y mzz < m 0� Wj < o U U 3 D F CA < -G 0 < z SHEET NUMBER A400 PART I - GENERAL i.1 RELATED DOCUMENTS A. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAY BE FOUND IN EITHER OR BOTH. CONTACT ARCHITECT FOR DISCREPENCES, B. BIDDING CONTRACTORS SHALL INCLUDE ALL LABOR, MATERIALS, SCAFFOLDING, CRANES, EQUIPMENT FASTENERS, ETC, NECESSARY FOR COMPLETION AND TURNOVER OF AN OPERATIONAL FACILITY. C. AT THE OWNERS REQUEST, AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A 101 -CMA EDITION 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' IS PART OF THESE CONTRACT DOCUMENT FOR THIS WORK. ALL PERSONS INTENDING TO PROVIDE GOODS AND SERVICES IN CONSTRUCTION WITH THE WORK ARE ADVISED TO READ AND UNDERSTAND THE APPLICABLE ADA DOCUMENTS PRIOR TO PROCEEDINGS, D. THE OWNER HAS AWARDED SEPARATE CONTRACTS FOR SOME CONSTRUCTION WORK THAT ALL BE CONDUCTED SIMULTANEOUSLY WITH WORK UNDER THIS CONTRACT. EACH CONTRACTOR MUST COOPERATE WITH ALL OTHER CONTRACTORS SO THAT WORK UNDER THOSE CONTRACTS MAY BE CARRIED OUT SMOOTHLY, WITHOUT INTERFERING WITH. OR DELAYING WORK UNDER THIS CONTRACT E PRIOR TO START OF CONSTRUCTION, IF REQUESTED, CONTRACTOR SHALL ARRANGE A MEETING WiTH LANDLORD'S CONSTRUCTION REPRESENTATIVE TO RENEW AND ESTABUSH ALL LANDLORD REOUIREAIENTS, THIS INCLUDES, BUT NOT LIMITED TO, THE FOLLOWING: ALL. CONSTRUCTION, SCHEDULES, WORKMAN PARKING, DELIVERY AND STORAGE OF MATERIALS, SAFETY PROTECTION, TRASH REMOVAL, SECURITY, AND DOCUMENTS REQUIRED FOR FINAL LANDLORD SIGN -OFF. CONTRACTORS SHALL NOTIFY TENANTS CONSTRUCTION MANAGER IMMEDIATELY OF ANY ITEM THAT MAY EFFECT THE DESIGN INTENT OF THE DRAWINGS, OR RESULT IN ADDITIONAL COSTS OR DELAYS F ANY ITEMS DIRECTED BY LANDLORD, INSPECTORS, OR ANY OTHER AUTHORITY THAT AFFECTS THE DESIGN INTENT OF THE DRAWINGS. OR RESULTS IN ADDITIONAL COST OR SCHEDULE DELAYS SHOULD NOT BE PERFORMED UNTIL RECEIPT OF APPROVAL BY TENANTS CONSTRUCTION MANAGER. ALL CHANGES MUST IMMEDIATELY BE SUBMITTED IN WRITING TO TENANTS CONSTRUCTION MANAGER FOR REVIEW. !SUBMISSION SHALL INCLUDE A GENERAL DESCRIPTION OF THE WORK REQUESTED, SIGNED BY THE REQUESTING AUTHORITY. N ADDITION, SUBMISSION MUST INCLUDE A COST BREAKDOWN AND THE IMPACT TO THE CONSTRUCTION SCHEDULE. G. ALL CONTRACTORS ARE TO READ AND UNDERSTAND DRAWING SHEET 'PRE'. LUIS SHEE=T DESCRIBES LANDLORDS REQUIREMENTS. NOTIFY CONSTRUCTION MANAGER OF ANY DISCRfPE]ICIES/ISSUES. 01005 CONTRACTORS USE OF THE PREMISES PART 1 - GENERAL A. THE GENERAL CONTRACTOR AND ALL CONTRACTORS BIDMG ON THIS PROJECT SHALL VISIT THE JOB SITE TO FAMUARIZE THEMSELVES WITH ACTUAL JOB CONDITIONS AND TO CHECK FOR ANY INTERFERENCE BETWE> N THEIR WORK AND THAT OF OTHER TRADES MIO/OR APPARENT VIOLATIONS OF LOCAL, STATE, OR FEDERAL CODES, LAWS, ORDINANCES, AND REGULATIONS BEFORE ENTERING INTO A CONTRACT WITH THE TENANT. 1. ALL ITEMS SHALL BE NCWOED IN THE BASE BID TO ACHIEVE THE FINAL PRODUCT INDICATED IN DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE FOLLONNKx CONCRETE FLOOR PREP, FLOOR SLAB X-RAYING, DEMISING WALL GYPSUM BOARD EXTENT AND CONDITION. REQUIRED FIRE PROOFING, ELECTRICAL PANELS. ELECTRICAL, WATER, MO. VENTS AND TELEPHONE CONDUITS, ANY LANDLORD REQUIRED FiRE PROTECTION SYSTEM OR TIE -TNS TO BLDS MANAGEMENT SYSTEMS, FIRE aMGUISHERS, AND STRUCTURAL REQUIREMENTS FOR TENANT EQUIPMENT. 2 CONTRACTOR SHALL NOTIFY THE ARCHITECT AND TENANT IN WRITING BffK)RE ENTERING INTO A CONTRACT WITH THE TENANT IF ANY INTSWI RENCE OR VIOLATIONS APPEAR AND DEPARTURE FROM THE DESIGN INTENT OF THE DOCUMENTS IS REQUIRED. 3. FAILURE TO PROVIDE ARCHITECT AND TENANT'S CONSTRUCTION MANAGER WITH THE AFOREMENTIONED NOTIFICATION SHALL RESULT IN THE CONTRACTOR BEING HELD RESPONSIBLE TO COMPLETE ALL WORK REQUIRED TO MEET THE DESIGN INTENT OF THE CONTRACT DOCUIMENTS AT HIS/HER OWN COST NTH NO ADDkJIONAL EXPENSES (EXTRAS) BEING INCURRED BY THE TENANT: EXTRAS ALL NOT BE ALLOWED FOR JOB SITE COENDITIONS THAT ARE READILY VISIBLE OR DETIIiMiED. B. LAYOUT OF WORK 1. IMMEDIATELY AFTER DEMOUTION, CONTRACTOR TO ADVISE TENANT OF ANY DISCREPANCIES IN OVERALL WIDTH, LENGTH, AVAILABLE CEILING HEIGHTS; COLUMN LOCATIONS, STOREFRONT, UTILITY LOCATIONS, ETC. 2. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT OF WORM(. CONTRACTOR TO NOTIFY TENANT OF MY DISCREPANCIES IMMEDIATELY. 3. CONTRACTOR IS RESPONSIBLE FOR ANY ERROR RESULTING FROM FAILURE TO DOCISE SUCH PRECAUTION. SUCH ERROR WILL NOT BE CONSIDERED SUBSEQUENTLY AS A BASiS FOR EXTRA COMPENSATION. 4. CONTRACTOR IS TO LAYOUT WORK AND BE RESPONSIBLE FOR All. LINES, MEASUREMENTS OF THE BUILDING, UTILITIES, AND OFFER WORK EXECUTED UNDER THEIR CONTRACT 5. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR SHOULD THEIR BE DOUBT AS TO THEIR MEAWNG. THE CONTRACTOR SHALL AT ONCE NOTIFY THE ARCHITECT: C. CODES AND STANDARDS 1. ALL WORK, MATERIALS, AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST EDITION. SEE TITLE SHEET FOR SPECIFIC EDITIONS. 2 DESIGN LOADS, LOADS AND CODES RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES AND ALL GOVENNG CODES. D. CONTRACTORS USE OF THE PREMISE AND TRASH REMOVAL 1. ALL SUB TRADES SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS OR WITH EXISTING CONDITIONS OCCURRING ABOVE OR BELOW THE LEASED PREMISES AND SHALL MAID= CHANGES FROM TIME TO TiME AS REQUESTED 1D ACCOMMODATE SUCH WORK OR CONDITIONS AT NO CHARGE TO TENANT 2 CONTRACTORS SIGNS OR SIGNS OF ANY KIND MAY NOT BE DISPLAYED. 3. ALL TRADES SHALL CONFINE CONSTRUCTION WORK TO WITHIN LEASED PREMISES AS MUCH AS POSSIBLE AND SHALL WORK IN AN ORDERLY MANNER REMOVNG TRASH AND DEBRIS FROM PROJECT ON A DALLY BASIS. AT NO TIME WILL PIPES, WIRES. BOARD, OR DIM CONSTRUCTION MATERIALS CROSS PUBLIC AREAS WHERE HARM COULD BE CAUSED TO THE PUBLIC. 4. MALL DOORS ARE NOT TO BE PROPPED OPEN BY CONSTRUCTION WORKERS AT ANY TINE. 5. THERE ALL BE NO STORAGE OF MATERIALS OR RUBBISH N CORRIDORS OR OTHER LANDLORD AREAS AT ANY TIME. P DEBRIS IS FOUND N THIS AREA, IT WILL BE REMOVED AT THE EXPENSE OF THE CONTRACTOR THAT IS RESPONSIBLE. 6. ALL SUB TRADES SHALL COORDINATE REMOVAL OF DEBRIS AND GARBAGE GENERATED BY THEIR TRADES WITH THE CM AND DISPOSE IN THE PROVIDED CONTAINERS. E ROOF CUTTING AND PATCHING 1. CUTTING AND PATCHING FOR ALL ROOF OPENINGS SHALL BE PREFORMED BY LANDLORDS ROOFING CONTRACTORS, IF SO REQUIRED BY THE LANDLORD. j 2 THE LANDLORDS ROOFING CONTRACTOR WILL AT SUBTRADES WRITTEN REQUEST AND COST, PROVEIE THE OPENINGS, ANCHORING DEVICES, CURBS, FLASHING, PATCHING, ETC. AS REQUIRED FOR TENANT'S EQUIPMENT SO AS TO MAINTAIN THE INTEGRITY AND GUARANTEE OF THE ROOF ALL SUBiRADES SHALL INCLUDE THE COST OF SUCH OPENINGS, ETC. N THEIR PROPOSALS TO THE CONSTRUCTION MANAGER DURING BIDDING. SUBTRADES SHALL COORDINATE WITH THE LANDLORD AND/OR ROOFING CONTRACTOR AND ALSO REIMBURSE NIM FOR SAME 3. ROOF REPAIRS OR PENETRATIONS REQUIRED BY REMOVAL RELOCATION OF EXISTING EQUIPMENT OR INSTALLATION OF NEW EQUIPMENT (CUTTING OF ROOF AND DEC( MATERIAL AND/OR REPAIR OF THE SAME) SHALL BE COORDINATED WITH THE LANDLORD'S R04MITAME F. DEUVERiES 1. EACH CONTRACTOR IS RESPONSIBLE TO COORDINATE ACCEPTABLE HOURS FOR DELVERY AND LOCATION OF DELIVERY OF BUILDING PRODUCT AND TENANTS ITEMS WITH LANDLORD'S REPRESENTATIVE. OVI 1041 PROJECT COORDINATION I 1 PART 1 - GENERAL A ALL PROJECT COORDINATION SHALL BE THOUGH TENANT'S CONSTRUCTION MANAGER. B. COMPLY WITH CONSTRUCTION MANAGER'S PROCWURES FOR INTRA -PROJECT COMMUNICATION$, SUBMITTALS, REPORTS AND RECORDS, WHOLES, COORDINATION DRAWINGS, RECOMMENDATIONS, AND RESOLUTION OF AMENITIES AND CONFLICTS. INCLUDING REQUEST FOR SUBSTITUTIONS AND CHANGE ORDERS PRICE, PAYMENT, AND CONTRACT PART 1- GENERAL N A. BIDDING CONTRACTORS SHALL PREPARE A BID. WHICH SHALL BE SUBMITTED TO CM. UNE ITEM PRICING WILL HELP TO INSURE ACCURACY OF BIDS. B. PAYMENT SCHEDULE FOR PROJECT WILL BE ON A MONTHLY SUBMITTAL OF AU DOCUMENT j1G702 AND JG703 APPLICATION AND CERTIFICATE FOR PAYMENT UNLESS OTHERWISE REQUESTED BY TENANT. SUBMIT BY THE 251H OF THE MONTH TO CM, AND IF ACCEPTABLE, PAYMENT WILL BE MADE BY THE 101H OF THE FOLLOWING MONTH. C. CONTRACT SHALL BE AIA DOCUMENT A107 'STANDARD FORM OF AGREEMENT BEiAII<FN OWNER AND CONTRACTOR.' 1400 QUALITY/GUARANTEE �QFj;i3;P1 A. ALL WORK SHALL BE EXECUTED BY TRADESMEN AND MECHANICS QUAIIEiED THROUGH EXPERIENCE IN iH OR RESPECTIVE TRADES, SAID CONTRACTORS SHALL REMOVE AND REPLACE WITHOUT DELAY ANY WORK CONTRARY TO THE CONTRACT DOCUMENTS *0 SPECIFICALLY DIRECTED. B. GENERAL CONTRACTOR AND /OR SUB CONTRACTOR SHALL GUARANTEE HIS WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. 1426 PROCEDURES PART i- GENERAL A. ALL ITEMS SHALL BE INSTALLED USING STANDARD PROFESSIONAL PRACTICES USING FASTENERS; ADHESIVES AND METHODS REQUIRED BY MANUFACTURES AND INDUSTRY MANUALS. B. PROVIDE COMPLETE SUBMITTAL INFORMATION, SHOP DRAWINGS, SAMPLES, AND MSDS SHEET'S FOR ALL PRODUCTS PRIOR TO THEIR INSTALLATION TO ARCHITECT FOR REVIEW AND APPROVAL 1510 TEMPORARY UTILITES PART 1- GENERAL A. CONTRACTOR TO VERIFY PROVISIONS FOR TEMPORARY UTILITIES INCLUDING ELECTRICITY, LIGHTING, HEAT, VENTILATION, TELEPHONE SERVICE, WATER AND SANITARY FACILITIES. CM TO INCLUDE A FULL TIME PHONE AND FAX ON SITE CAPABLE OF INCOMING CALLS DURING ENTIRE CONSTRUCTION PERIOD. 1542 CRANES AND HOISTS PART 1- GENERAL A EACH CONTRACTOR IS RESPONSIBLE AND SHALL INCLUDE IN THEIR BINS ALL NECESSARY EQUIPMENT INCLUDING CRAMS, HOIST, SCAFFOLDING, PLATFORMS, ETC. REQUIRED FOR ERECTION OF BUILDING COMPONENTS AND EQUIPMENT AS LOCATED ON PLANS. CONTRACTOR SHALL PAY ALL RELATED FEES, PERMITS; ETC. PROTECTION OF THE PUBLIC AND EXITING. 1700 CLEANING/ ADJUSTING/ MAINTENANCE/ WARRANTIES PART I- GENERAL A. FINAL CLEANING 1. REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION DEBRIS FROM SITE. 2 REMOVE ALL TAGS, TAPE, AND SHIPPING DEBRIS. 3. PROVIDE ADDITIONAL MATERIAL OF EACH PRODUCT INSTALLED, FOR REPAIRS AND MINOR ALTERATIONS. B. ADJUSTING 1. ADJUST OPERATIONAL PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED OPERATION. 2 PROVIDE SILENCERS AT ALL WOOD DOORS AND CASEWORK 3. ADJUST ALL DOORS TO CLOSE AND LATCH PER MFG'S SPECS. C. OPERATION AND MAINTENANCE DATA 1. SUBMIT DATA BOUND IN 8-1/2 X 111NCH TEXT PAGES, THREE D SIDE RING BINDER WITH DURABLE PLASTIC COVERS. 2 PREPARE BINDER COVER NTH PRINTED TITLE 'OPERATION AND MAINTENANCE INSTRUCTIONS' WITH TITLE OF PROJECT, LOCATION AND DATE. AND SUBMIT TO TENANT'S CONSTRUCTION MANAGER. D. WARRANTIES AND BONDS 1. PROVIDE TRANSFERABLE WARRANTY DOCUMENTS FROM SUPPLIERS, AND MANUFACTURES INTO TENANTS NAME PROVIDE TO CM. 5400 METAL FRAMING LIGHT GAUGE (COLD- FORMED) MENTAL FRAMING PART I- GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL PARTITIONS AND CEILING SUSPENSION COMPONENTS. 1. SYSTEM TO INCLUDE ALL TOP AND BOTTOM RUNNERS. BRACES, CLP ANGLES, ACCESSORIES. FASTENERS. ETC. FOR EACH TYPE OF FRAMING AS SHOWN ON DRAWINGS. 2 INSTALL METAL FRAMING SYSTEM IN ACCORDANCE WITH MANUFACTURES INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS. B. QUALITY ASSURANCE - DESIGN AND ANALYSIS OF STRUCTURAL PROPERTIES SHALL COMPLY WITH A150 'SPECIFICATION FOR THE DESIGN OF COLD- FORMED STRUCTURAL STEEL MEMBERS" C. MATERIALS I. 18 GAUD: AND LIGHTER COMPONENTS, FABRICATE COMPONENTS OF COMMERCIAL WALITY STEEL SHEET, ASTM A446 FOR GALVANIZED FINISH WITH MINIMUM YIELD POINT OF 33,000 PSi 2 i6 GAUGE WIND HEAVIER COMPONENTS, FABRICATION COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET, ASTM A446 FOR GALVANIZED FINISH NTH A MINIMUM YIELD POINTS OF 50,000 PSI. 3. METAL STUDS. AJSL 'C' TYPE STRUCTURAL STUDS. SIZES, GAUGES AND SPACING SHOWN OR REQUIRED IF NOT SHOWN WITH 1-5/8' (41MMM). MINIMUM FLANGE WIDTH, 1/2" (13MM) MINIMUM RETURNS AND PRE- PUNCHED HOLES FOR UTILITY INSTALLATION A.18-22 GAUGE (0.05' / 12MM - 0.05' / O.8MMM). STM A446/A446M GRADE A, MINIUM YIELD STRESS OF 38 KSI (228 MPA) A. 12 -16 GAUGE ( 0.11'/ 27 MM - 0.06: / 1.5MM) ASTM A446/A446A GRADE A, MINIMUM YIELD STRESS OF 40 KSI (216 MPA) 4. TRACK, ASTM A446/ A446A GRADE A MINIMUM YIELD STRESS OF 33 KSI (228 MPA) FORMED STEEL, CHANNEL SHAPED, SAME WIDTH AND GAUGE AS ADJACENT STUDS, EXCEPTION, TOP AND BOTTOM TRACK (RUNNERS) REWIRED ATTACHMENT OF METAL PANELS SHALL BE MINUIUM 14 GAUGE (0.08' /14 MM). 5, FASTENINGS A. MANUFACTURE RECOMMENDED SELF- DRILLING. SELF- TAPPING SCREWS, BOLTS, NUTS AND WASHERS, NON -CORROSIVE B. ANCHORAGE DEFACE POWER ACTUATED FASTENERS, DRILIJ:D EXPANSION BOLTS, OR SCREWS WITH SLEEVES. C. WELDING, COMPLY WITH AWS DW ' STRUCTURAL WIELDING CODE' 0 MANUFACTURES 1. ALCOR / DIVISION OF INRYCO, INC. BY BOSTWIC( STEEL FRAMING, THE CECO CORP, AWE STRUCTURAL INDUSTIRIES, DIETRICH INDUSTRIES OR EQUAL PART 2- PREPARATION /EXECUTION A. ATTACH AND JOIN INDICATED COMPONENTS BY WIELDING, ATTACH AND JON OTHER COMPONENTS BY WILDING, BOLTING, OR SCREW FASTENERS, AS STANDARD WITH THE MANUFACTURE ARE TYiNG OF FRAMING COMPONENTS IS NOT PERMTTED B. CUTE FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS, HOLD MEMBERS SECURELY IN POSITION UNTIL PROPERLY FASTENED C. SAW CUT FIELD FRAMING IF REQUIRED D. COORDINATE METAL FRAMING POSITIONING WITH TRADES FURNISHING ITEMS. WINCH ATTACH TO BUILD -IN MEMBERS. E INSTALL CONTINUOUS RUNNER TRACKS SIZED TO MATCH STUDS, ALINE TRACKS ACCURATELY TO THE LAYOUT AT BASE AND TOPS OF STUDS, SECURE TRACKS AS RECOMMIFINDED BY 1W STUD MANUFACTURE FOR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24' OC SPACING FOR POWER DRIVEN FASTENERS. NOR 16' ON CENTER FOR OTHER TYPES OF ANCHORAGE PROVIDE FASTENERS AT CORNERS AND ENDS OF RUNNER TRACK. F. SET STUDS PLUMB, SPACED AS INDICATED, WHEN NOT INDICATED, AT MAXIMUM 24' ON CENTER, ALIGN AND SECURE STUDS TO TOP AND BOTTOM RUINER TRACKS BY EITHER WIELDING OR SCREWS FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. 1. CONSTRUCTION CORNERS USING MINIMUM THREE STUDS, DOUBLE STUDS AT WALL OPENINGS, INSTALL JACK STUDS ABOVE AND BELOW OPENINGS. SPACED TO MATCH WALL SND SPACING. 2 INSTALL SUPPLEMENTARY FRAMING, BLOCKING. AND BRACING IN METAL FRAMING SYSTEMS TO SUPPORT GRAB BARS, FIXTURES, EQUIPMENT, CASEWORK, HARDWARE. TRIM, AND SIMILAR WORT( REQUIRING ATTACHMENT TO WALL FRAMING. 3. PROVIDE ONE PIECE FULL LENGTH STUDS, SPUN IS NOT PERMITTED. DIVISION 06000 - WOODS AND PLASTICS 06100 WOOD BLOCKING AND PLASTICS PART 1- GENERAL A. PROVIDE AND INSTALL WOOD FURRING, BLOCKING. GROUNDS AND IN -WALL BLOCKING FOR SUPPORT OF GRAB BARS, RXTURES,CASE'WORK, HARDWARE.TRIM AND SIMILAR WORK 1. BLOCKING AND GROUNDS AT STOREFRONT GLAZING, LOCATIONS AT WEATHER AREAS, AND IN CONTRACT WITH CONCRETE SHALL BE PRESSURE TREATED. 2 USE NON- CONBUSTABLE FINE RETARDANT TREATED (FAT) WOOD ELSIEWHERE AS REQUIRED BY STATE AND LOCAL CODES, INCLUDING ANY WOOD STUDS, BLOCKING. FURRING, PLYWOOD, TRIM AND GROUNDS. NEW LUMBER TO BEAR GRADE AND TREATMENT OF ASSOCIATION UNDER WITCH IT WAS PRODUCED. A. PRESERVATIVE TREATMENT FOR WOOD SPECIFIED ELSEWHERE. 1. PERFORMANCE REQUIREMENTS A. MOISTER CONTENT AFTER TREATMENT , THE MAXIMUM MOISTURE CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING. 1. LUMBER 2 INCHES AND LESS IN THICKNESS 19 PERCENT COM 2 PLYWOOD IS PERCENT B. FLAME SPREAD, FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM E 84. ADDITIONALLY, FLAME FRONT NOT TO PROGRESS MORE THEN 1/2 FEET BEYOND CENTER LINE OF BURNER AT ANY TIME C. SMOKE DEVELOPED, INTERIOR FINISH AND TRW MATERIALS, WHEW SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR 'FLAME SPREAD' PWS SMOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84 B. FLAME SPREAD, FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD RATING OF 25 OR LESS IN A 30 MINUTE TEST WITH NO EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION, ASTM E 84. ADDITIONALLY, FLAME FRONT NOT TO PROGRESS MORE THEN 1/2 FEET BEYOND CENTER UNE OF BURNER AT ANY TIME C. SMOKE DEVELOPED, INTERIOR FINISH AND TRIM MATERIALS, WHERE SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR 'FLAME SPREAD' PWS SMOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84 B. CERTIRCATES, FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIALS STATING THAT MATERIALS HAVE BEEN TREATED IN ACCORDANCE WITH SPECIFICATIONS AND THAT MOISTURE CONTENT, AFTER TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS. INCLUDE CHEMICAL USED AND RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL INCLUDE THE ' QUALITY MARK' OF ASSOCIATION HAVING JURISDICTION OVER THE TREATMENT. C. DEUVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT D. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECTS FROM MOISTURE, PROVIDE WELL -VENTILATED DRY STORAGE. E HANDLE TREATED MATERIALS IN ACCORDANCE WiTH AWPA STANDARDS, IN ADDITION TO MATERIALS USED IN TREATMENT, FURNISH ADDITIONAL MATERIAL FOR FIELD TREATMENT CUTS. F. FIELD CUTS AND HOLES, FIELD- TREATED IN ACCORDANCE WITH AWPA M-4 G. TELEPHONE AND ELECTRICAL PANEL BACK BOARDS PART 2 PREPARATION/ EXECUTION A. SET MEMBER LEVEL AND PLUMB, IN CORRECT POSITION. B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACKBOARDS WITH PLYWOOD SHEETING MATERIAL WHERE REQUIRED SIZE THE BACK BY 12 INCHES BEYOND SIZE OF ELECTRICAL EQUIPMENT. 6210 MILLWORK AND FINISH CARPENTRY PART 1 - GENERAL A. FURNISH AND INSTALL FINISHED TRIM. CABINETRY, COUNTERS, DOORS, AND ALL FINISH ITEMS SUCH AS LAMINATES AND FINISH DOOR HARDWARE, AS INDICATED AND DETAILED ON PLANS B. SEE DRAWINGS FOR DETAILS, SIZES, AND DIMENSIONS C. FOLLOW AN (ARCHITECTURAL WOODWORK INSTITUTE) ARCHITECTURAL WOODWORK QUALITY STANDARDS. D. SUBMIT SHOP DRANANGS FOR APPROVAL PART 2 PREPARATION/ EXECUTION A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS RECEIVING SUCH ARE COMPLETED AND THOROUGHLY DRY AND FRET: OF EXCESSIVE MOISTURE B. MILLWORK AND CABINETRY MAY BE SHOP OR HELD ASSEMBLED AT CONTRACTOR OPTION. C. INSTALL ITEMS IN A RIGID, STRAIGHT, PLUMB, LEVEL MANNER ACCURATELY FITTED AND SCRIBED TO ABUTTING SURFACES. D. COUNTERSINK NAILS AND SCREWS HEADS AND PATCH AND SALT] SMOOTH. E CUTTING AND REPAIRING OF THIS WORK FOR ACCOMMODATION OF WORK BY OTHERS SHALL BE DONE AS PART OF MILLWORK RESPONSIBILITY. F. FINISH WOODWORK SHALL BE DRESSES AND SANDED, FREE FROM MACHINE AND TOOL MARKS, ABRASIONS, RAISED GRAIN OR OTHER DEFECTS. G. PROTECT FINISH WORK UNTIL ACCEPTANCE BY TENANT. 06424 LAMINATES PART 1 - GENERAL A. INSTALL HIGH PRESSURE LAMINATES AS SPECIFIED IN FINISH SCHEDULE AND AS DETAILED IN DRAWINGS. PART 2 PREPARATION/ EXECUTION A. FOLLOW MANUFACTURES GUIDELINES AND RECOMMENDATION FOR ADHESIVE AND SUBSTRATE PREPARATION. 8. SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES DIVISION 07000- THERMAL AND MOISTURE PROTECTION 07200 INSULA71ON AND WATERPROOFING PART 1 - GENERAL A. FOR INSULATION REQUIRED AT DUCTWORK, PLUMBING LINES, ETC SEE MECHANICAL / ELECTRICAL SPECIFICATIONS AND DRAWINGS B. BATT INSULATION( 1. FURNISH AND INSTALL FULL STUD WIDTH BATT TYPE INSULATION AT EXTERIOR WALL OR AS SOUND ATTENUATION BLANKET AT ALL INTEERIOR PARTITION WALLS, 2. EXTIEND FROM FLOOR TIGHT TO ROOF DECK ABOVE OR TO TOP OF WALL 3. FURNISH AND INSTALL .004 MIL VISOUEDN VAPOR BARRIER AT EXTERIOR WALLS ON WARM SIDE OF STUDS. C. EACH CONTRACTOR SHALL SLEEVE, FIRESTOP. FLASH AND CAULK AL THEIR PENETRATIONS OF FLOORS AND WALLS SO THAT ODORS OR LIQUIDS WILL NOT PENETRATE THE THESE OPENINGS, SUCH SLEEVES SHALL BE INSTALLED ACCORDING TO THE LANDLORDS STANDARD DETAILS. ALL RATED ASSEMBLIES MUST BE MAINTAINED. 07900 JOINT SEALERS / CAULKING PART 1 - GENERAL A. PROVIDE AND INSTALL EXPANSION JOINT MATERIA, SEA.ENTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. i. SILICONE %A.ENTS (TYPE S). ASTM C920, SINGULAR COMPONENT, NON -SAGGING. NON- STAINING, NON-BLEEDING, FOR USE AS GENERAL CAULKING. COLOR TO MATCH ADJACENT SURFACES, MANUFACTURE BY SE SILICONES OR EQUAL 2 JOINT BACKING, ROUND, OPEN CELL POLYETHYLENE FOAM ROD. 3. PROVIDE FIRE CAULK/STOP MATERIAL AS REQUIRED TO MAINTAIN ALL RATED ASSEMBLIES PER CODE REQUIREMENTS. PART 2 PREPARATION/ EXECUTION A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT MPAIR ADHESION OF SEALANT B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTORY INSTRUCTIONS. C. PROTECT EI.EIENNTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION D. INSTALL IN ACCORDANCE WITH MFG INSTRUCTIONS. E INSTALL JOINT BACKING WHERE REQUIRED BY MFG. F. APPLY SEALANT WITHIN RECOMMEND APPLICATION TEMPERATURE RANGE CONSULT MANUFACTURE *0 SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. DIVISION 0800 - DOOR AND WINDOWS D8100 HOLLOW METAL DOORS AND FRAMES PART 1 - GENERAL A INSTALL ALL DOORS, FRAMES, HARDWARE AND RELATED PARTS AND MATERIALS AS INDICATED ON DRAWINGS. B. LABM DOORS, WHERE REQUIRED, PROVIDE UL LABEL DOORS AND FRAMES PER APPLICABLE STATE AND LOCAL BUILDING CODES SUCH TO RECEIVE LABELS ATTACHED STATING RATINGS. C. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER MANUFACTURE RECOMMENDATION. 0. INTERIOR DOORS AND FRAMES FOR INSTALLATION AT DRYWALL AND METAL STUD PARTITIONS. i. DOORS - 1 3/4' THICK FLUSH MOUNTED TYPE SEE FINISH PLANS FOR SPEC. DOORS SHALL BE PRE -FINISHED. A SEE DOOR SCHEDULE FOR REQUIRED HARDWARE B. PROVIDE 8 GA. REINFORCEMENT AT HINGES AND 14 GA. REINFORCEMENT AT LOCK AND CLOSURES. 4. FRAMES - 2" FRONT FACE - 16 GA HOLLOW METAL WITH CONTINUOUSLY WELDED CORNER SURFACES TO BE PHOSPHATIZED AND RECEIVE ONE COAT BAKED ON PRIMER READY TO RECEIVE PANT. A PROVIDE 8 GA. REINFORCEMENT AT HNGES AND 14 GA. REINFORCEMENT AT LOC( AND CLOSURES B. INSTALL ADJUSTAaLE JAMB ANCHOR C DOWN FROM HEAD AND WELD- IN BASE ANCHOR AT EACH JAMB. PART 2 PREPARATION/ EXECUTION A. INSTALL FRAMES IN ACCORDANCE WITH 501-100 B. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT C. COORDINATE INSTALLATION OF FRAMES WITH INSTALLATION OF DOOR AND HARDWARE AS SPECIFIED IN DOOR SCHEDULE AND ON DRAWINGS. U:U A&" PlojeatBvm_ =T rwor>4lr wdw domxnen1e1s O4pe=.dwp, O811,4i1004 08:3226 AM a M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchkects.com a T5 J 0 aQ> J W 0 0 Z � m Q $n o LLI z a? W W CC J Ld Q N ■at� �■ �U Z U 0 m O M o_ o v�_��..,, vo_��,, (A 5wkk z w< w< w< O Q= CEO o UA a 0 Lot�1W1111UJff wig 0 0 2•. .I- rn kc. 1 •,.......•" 74441110 w W U PLOT DATE: 06-23-04 PROJECT NO: W s� W o W� mb z no Z� W� C3"Z'W i- asa F r51 yONr�K $air in W m cm ME ww 0 La _ �blai of 12 < Z SHEET NUMBER 500 I I 0 0 I I 08400 ALUMINUM ENTRANCES AND STOREFRONTS PART i- GENERAL A. THIS SECTION INCLUDESALL ALUMINUM/GLASS DOORS, DOOR HARDWARE SPECIFICALLY SUPPLIED BY DOOR MANUFACTURER, EXTRUDED ALUMINUM GLAZING FRAMES COMPLETE WITH ACCESSORIES AND GLASS AS DETAILED ON THE DRAWINGS. 1. ALUMINUM/iEMPERED GLASS ENTRANCE DOORS SHALL BE KAWNEER (SEE PARAGRAPH 2 OF THIS SECTION) SERIES 350 (SIZES OF VERTICAL STiLE AND TOP RAILAS PER PLANS AND DETAILS) SiNGLE ACTING 1/2' TEMPERED GLASS INFILL SET WITH ELASTOMERIC GASKETS a. HARDWARE- TO INSURE SINGLE SOURCE RESPONSIBILITY, THE FOLLOWING SHALL BE PROVIDED AND INSTALLED BY THE DOOR SUPPLIER/INSTALLER. HINGING- TOP PATCH AND BOTTOM PIVOTS CLOSERS- NORTON SERIES 1600- ONE PER DOOR LEAF PUSH/PULL- KAWNEER -F-2- LOCKS- ADAMS- RITE MS 1850A, DEAD LOCK THRESHOLD- MILL ALUMINUM MAXIMUM 1/2" HIGH b. MANUFACTURES: KAWNEER COMPANY, INC. UNITED STATES ALUMINUM CORP. c. FINAL FINISHES MUST MATCH EXACTLY COLORS TO BE AS SPECIFIED ON FINISH SCHEDULE B. ALUMINUM GLAZING FRAME 1. KAWNEER (SEE PARAGRAPH 3 OF THIS SECTION) TRIFAB 11 451 SERIES, (MULLION. RNA., POST AND BASE SIZES AS PER PLANS AND DETAILS) FOR WILL WITH 1/2" CLEAR TEMPERED GLASS 2. PROVIDE AND INSTALL ALL INTERNAL SUPPORT FRAMING, RELATED FLASHINGS. ANCHORAGE AND ATTACHMENT DEVISES 3. MANUFACTURES, KAWNEER COMPANY, INC., NORCROSS, GA UNITED STATES ALUMINUM CORP., ROCK RILL. SC 4. FINAL FINISH MUST MATCH EXACTLY COLORS AS SPECIFIED ON FINISH SCHEDULE. C. GLAZING 1. DaMOR- 1/2" CLEAR INSTALLED GLASS FOR INFILL INTO (LAZING FRAME PART 2- PREPERATION/ EXECUTION A VERIFY DIMENSIONS, TOLERANCES AND ATTACHMENTS AND SHIMS TO PERMIT SUFFICIENT ADJUSTMENTS TO ACCOMMODATE IRREGULARITIES. B. INSTALL PER MFGS RECOMMENDATIONS AND PROCEDURES. C. ALL JOINTS BETWEEN FRAMING AND BUILDING STRUCTURE SHALL BE SEALED TO PROVIDE WATERTIGHT INSTALLATION. D. INSTALL SEALANT AND BACKING MATERIALS AT PERIMETER OF FRAME 08710 DOOR HARDWARE PART 1- GENERAL A FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS, B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL. NUMBERS C. FOLLOW ON (DOOR AND HARDWARE INSTITUTE)STANOARDS AND GUIDELINES AND AQUI (AMERICAN WOODWORKING INSTITUTE) STANDARDS FOR HADWARE INSTALLED ON WOOD DOORS D FIRE RATED HARDWARE SHAH FOLLOW GUIDELINES AS ESTABLISHED BY: 1. NFPA 80 -FIRE DOORS AND WINDOWS 2. NFPA 101- LIFE SAFETY CODE 3. NFPA 252- FiRE TEST OF DOOR ASSEMBUES 4. UL 108- SAFETY FIRE TEST OF DOOR ASSEMBLIES 5. UL305- SAFETY PANIC HARDWARE E. FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES, AND SPECIAL TOOLS. F. FINISHES, AS NOTED ON PLANS AND SCHEDULES G. KEYING 1. CONTRACTOR TO COORDIATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER 2. CONTRACTOR TO INSTALL CONS11RUCION CORES DURING CONSTRUCTION AND REPLACE WIN PERMANENT AT END OF JOB PRIOR TO TURN -OVER. H. SEE SECTION ON ALUMINUM ENTRANCES FOR HARDWARE SPECIFICS. I. MANUFACTURERS 1. HINGES, STANLEY F88 179 AVERAGE FREQUENCY. OR EQUAL EXTERIOR DOORS TO RECEIVE TAMPERPROOF BUTTS AND/OR LATCH GUARDS. 2. LOCKSETS/LATCES. SCHLAGE D -SE RES, SPARTA DESIGN r/ROSE, OR EQUAL LOCKSETS TO RECEIVE INTERCHANGEABLE CORE CYLIIDERS. SEE KEYING NOTES THIS SECTION. 3. CLOSERS, NORTON- POWER ADJUSTABLE CLOSER FOR BARRIER FREE OPERATION. SERIES 8301 BF OR EQUAL 4. THRESHOLDS, SWEEPS AND KATMIER STRIPPING THERMAL BARRIER SADDLE TIRESIROLD- PEMKO #252X2AFG, MAXIMUM HEIGHT I/2', OR EQUAL DOOR BOTTOM SWEEP- PEMKO #315CN, OR EQUAL? RIGID JAMB WEATHERSTRIP- PEMKO #303AV, OR EQUAL 5. STOPS, KICKPLATES AND SILENCER, WALL STOP- IVES /407. OR EQUAL FLOOR STOP- IVES #436, OR EQUAL DOOR SILENCER- IVES #20, OR EQUAL IgCKRATE- IVES #8400, 8' HiGH X FULL WIDTH, OR EQUAL SCREW TO MATCH KICKPLAiE PART 2- PREPERATION /EXECUTION A. COORDINATE iME WORK WITH DIM DIRECTLY AFFECTED SECTIONS INVOLVING MANMIFACIURE OR FABRICATION OF INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITO& B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DMENSIONNS ARE AS !INDICATED C. INSTALL HARDWARE IN ACCORDANCE NTH MANUFACTURERS INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MFG. E ADJUST HARDWARE FOR SMOOTH OPERATION. 08800 GLAZING ea >• A. FURNISH AND INSTALL A COMPLETE SYSTEM OF GLASS, GLAZING CHANNELS. SEALANT. SETTING BLOCKS AND ACCESSORIES AS SHOWN AND DETAILED ON TIE: DRAWINGS. B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PARIES. C FOLLOW RECOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FSMA (FLOAT GLASS MNffACm REBS ASSOCIATION) GLAZING AND SEALANT MANUALS AS WELL L. AS SIGMA (SEALED INSULATED GLASS MANUPACT ASSOCIATION) FOR INSULATED GLASS. 0. IT IS THE GLAZING CONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT IME GLASS IS SIZED TO WITHSTAND DEAD LOADS, POSITIVE AND NEGATIVE LIVE LOADS, ACTING NORMAL TO PLANE OF GASS AS CALCULATED IN ACCORDANCE WITH LOCAL AND STATE CODES. E MATERIAL FOR INTERIOR STOREFRONT GLASS: 1. CLEAR GLASS- ASTM C1048, FT -FULLY TEP., QUALITY -03 GLAZING SELECT 2. THICKNESS AS SHOWN ON PUN. 3. EACH INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP i aTING SUCH. F. MATERIAL FOR EXTERIOR STOREFRONT IN METAL GLAZING SYSTEM. 1. INSULATED GLASS UNITS- LOW E- TYPE SG -B- ASTM E774 AND EiB DOUBLE PANE WITH GLASS ELASTOMER EDGE SEN.. OUIER PANE OF CLEAR GUESS, INNER PANE OF LOW E CLEAR GLASS ON CLEAR COLOR GLASS (VERIFY TINT COLOR WITH ARCHITECT). a. PROVIDE TEMPERED AND SPANDREL. GLASS UNITS WHERE INDICATED ON PLAN OR AS REQUIRED BY JURISDICTIONAL CODES. PART 2- PREPERATION/DIECUTION A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND VIM TOLERANCE B. VERIFY THAT SURFACES OF GLAZING CHANNELS OR RECESSES ARE CLEAN. FREE OF OBSTRUCTIONS THAT MAY IMPEDE MOISTURE MOVEMENT, WEEPS ARE CLEAR, AND READY TO RECEIVE GLAZING C CUT GLASS PANES TO ACCURATE SIZES ALLOWING FOR EDGE CLEARANCES AND TOLIRNKES. D. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER NEMC{ ARE COMPATIBLE WTH MATERIALS THEY WILL BE IN CONTACT WITH. E REMOVE GLAZING MATERIALS FROM FINISH SURFACES. F. REMOVE LABELS AFTER WORK iS COMPLETE G. CLEAN GLASS AND ADJACENT SURFACES 08835 MIRRORS A. FURNISH AND INSTALL CUSTOM FITTED MIRRORS INCLUDING MASTIC AND ATTACHMENT CLIPS AS SUB AND DETAILED IN DRAWINGS AND RESPONSIBILITY SCHEDULE REFER TO TOW ROOM ACCESSORIES FOR TENANT -PROVIDED MIRRORS IN LAVORATORY B. CONSULT NAMM (NATIONAL ASSOCIATION OF MOOR MANUFACTURING) FOR TIPS FOR CARE AND HANOIEING OF MIRRORS. C. PRODUCE 1. CLEAR FLOAT TYPE WITH COPPER/SLVER COATING UNLESS NOTED OTHERWISE. ALL EDGES SHALL BE POLISHED D. MIRROR ADHESIVE, CHEMICALLY COMPATIBLE WITH MIRROR COATING AND WALL SUBSTRATE PART 2- PREPERATKON /EXECUTION A VERIFY AREAS RECEIVING MIRRORS ARE WITHIN TOLERANCES AND ARE READY TO RECEIVE MATERIAL B. PLACE PLUMB AND LEVEL WITHOUT VISIBLE DISTORTION C. STORE, PROTECT, AND INSTALL MIRRORS IN ACCORDANCE WITH NAM M D. SET MIRRORS WITH EDGE CLEARANCE FREE OF SURROUINDiNG CONSTRUCTION INCLUDING COLNNTERTOPS OR BACKSPLASHES E REMOVE LABELS AFTER WORK IS COMPLETE F. CLEAN MIRRORS AND ADJACENT SURFACES DIVISION 09000- FINISHES 09120 CEILING SUSPENSION SYSTEMS PART i- GENERAL a. PROVIDE ACOUSTICAL PANEL CEILINGS WITH EXPOSED SUSPENSION GRIN, AS SHOWN ON THE DRAWINGS b. SUSPENSION SYSTEM AND ACOUSTIC PANELS AS LISTED ON REFLECTED CEILING PLAN. c. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES WHERE REWIRED BY CODES, CEILING ASSEMBLIES ARE TO COMPLY WITH UNDERWRITERS LABORATORIES DESIGN FOR FIRE RATED ASSEMBLIES. PART 2- PREPERATiON/EXECUTTON A. AT TiME OF COMPLETION, DELIVER TWO PACKAGES OF ACOUSTICAL PANELS TO THE TENANT OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE B. COMPLY WITH ASTM C 635 FOR INTERMEDITATE-DUTY CLASS SYSTEMS. SIZE ATTACHMENT DEVISES FOR FIVE (5) TiMES DESIGN LOAD HANGER WIRE SHALL BE GALVANIZED CARBON STEEL ASTM A641, SOFT TEMPERED, PRE-SIRECHED, 12 GAGE MINIMUM. C. COMPLY WITH MANUFACTURERS PRINTED INSTRUCTIONS AND WITH GOVERNING REGULATIONS, FIRE -RESISTANCE RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE WORK. D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 636, WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LESS THAN 6' FROM EACH END AND SPACE 4'-0' ALONG EACH CARRYING CHANNEL DIRECT -HUNG RUNNER SECURE WE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE -SCREAMS, OR OTHER DEVICESWHICH ARESECURE AND APPROPRIATE FOR SUBSTRATE. E. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT LOCATIONS WHERE NECESSARY TO CONCEAL EDGES OF ACOUSTICAL UNITS. F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEMA, WITH EDGES CONCEALED BY SUPPORT OF SUPENSION MEMBERS, SCRIBE AND WT PANELS TO FIT ACCURATLY AT BORDERS AND PENETRATIONS. G. INSTALL HOLD-DOWN CUPS F REWIRED BY CODE H. GWB CEILINGS AND SOFFITS TO BE GIVEN A FLIT AND SMOOTH FINISH TO ACCEPT PAINT FINISH. REFER TO SECTION 09250 "GYPSUM BOARD SYSTEMS'. 09250 GYPSUM BOARD SYSTEMS PART I- GENERAL A. FURNISH AND INSTAtLALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. B. GYPSUM DRYWALL, ALL GYPSUM BOARD TO BE 5/8' TYPE Y. ALL WET ROOMS TO RECEiVIti MOISTURE RESISTANT GYPSUM BOARD i C. FASTENERS. DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS D. PROVIDE MATERIALS. JOINT COMPOUNDS, TRW, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL TRIM SHALL CONSIST OF A TAPERED, GROOVED, AND PREPUNCHED FIN FOR SCREW ATTACHMENT AND TO ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS. AND ALL CORNERS ARE JO BE MITERED. ALL EDGES, BEADS AND TRIM TO BE PRE -FINISHED ALUMINUM. E JOINT TREATMENT: U.S. GYPSUM OR GOLD BONG SYSTEM OF COMPOUNDS AND PERFORATED TAPE. 1. ERECT GWB IN A SINGLE LAYER IN THE MOST ECONOMICAL DIRECTION WITH ENDS/EDGES OCCINRING OVER FIRM BEARING. 2. WALLS, CEILINGS, SOFFITS, AND ALL TRANSLATIONS, SHALL BE GIVEN A SMOOTH FINISH. 3. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL ANGLES IN STRICT ACCORDANCE WIN THE MANUFACTURERS DIRECTIONS. INSTALL CASING BEADS AT ALL EDGES OF DRYWALL WORK EXCEPT WHERE TERMINATION IS COVERED BY OTHER FINISH. CASING BEADS SHALL BE MITERED AT CORNERS AND INSTALLED NEATLY, FLASHED WITH COMPOUND. 4. JOINTS BETWEEN BOARDS SHALL BE REINFORCED WITH TAPE EXCEPT WERE CONTROL JOINTS ARE REWIRED TAPE FIELD JOINTS, INTERIOR CORNER JOINTS AND WALL TO CEILING JOINTS. FILL JOINTS WITH JOINT FILLING COMPOUND AND EMBED TAPE THEREIN. COVER TAPE WITH BEDDING COMPOUND AND TAPER TO FEATHER EDGES. FILL SCREW HEAD DEPRESSIONS WITH JOINT FILLING COMPOUND AND FEATHER THE EDGES. ALLOW TO DRY. 5. COVER TAPED AND FILLED JOINTS AND FILLED SCREW HEAD DEPRESSIONS WITH TOPPING COMPOUND APPLIED N THREE COATS. PERMMITTiNG THE PREVIOUS COAT TO DRY PRIOR TO INSTALLING THE SUBSEQUENT COAT. 6. SAND JOINT AND SCREW WAD AREAS LIGHTLY BEiWEENN COATS AND AFTER THE FINAL COAT SO THAT A SMOOTH LEVEL SURFACE IS PRODUCED WITK THE PAPER SURFACE OF THE WALLBOARD FREE OF SCUFFING. E PATCH AND/OR REPAIR EXISTING DRYWALL TO REMAIN TO LIKE NEW CONDITION. LEVEL ANY UNEVEN OR ROUGH SPOTS AND FINISH SMOOTH. BULGES AND VISUAL DEPRESSIONS ARE NOT ACCEPTABLE F. INSTALL CEMENTITOUS BACKER BOARD AT ALL AREAS TO RECEIVE TiLE OR MARBLE, OR AS SHQWN ON DRAWINGS. ; G. ACCESS PANELS 1. CONTRACTOR SHALL PROVIDE AND INSTIL ACCESS PANELS AS REWIRED BY LANDLORD AND,,SfTE CONATIONS (COORDINATE SIZE REQUIREMENTS. NUMBER OF PANELS REQUIRED AND LOCATIONS WITH LANDLORD, AND ALL MECHANICAL TRADES). 2. ACCESS PANELS SHALL BE FLUSH TYPE ( NO EXPOSED FLANGES) STYLE 'DW` AS MANUFACiUERED BY: (ALCOR, 1101 EAST KNY h LIMA, OHIO, 45804 PHONE NUMBER 419-227-6899 (SIZE AS REQUIRED) 3. PANELS TO BE FACTORY PRIMER (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY G.C. 09300 TILE AND MARBLE r ��2" A. MARBLE/CERAMMC/QUARRY TILE, REFER TO FINISH SCHEDUI..E FOR SIZES, COLORS, AND MANUFACTURERS. B. INSTALL GROUT AS RECOMMiEhIDED BY THE TILE MANUFACTURER. COLOR OF (MALL. GROUT TO BE INDICATED ON THE FINISH SCHEDULE. IF NO COLOR IS INIMTED, A GROUT TO MATCH TILE IS TO BE USED C. ALL CERAMIC TILE BASES INSTALLED SHALL BE SANITARY COVE TYPE REFER 70 FINISH SCHEDULE FOR SPECIFICATIONS. PART 2- PREPERATION/EXECUTION REFER TO SECTION 03732 'CONCRETE REPAIR/PREPERATKON' AND TO SECTION 01200 INSULATION, AND WATERPROOFING' I, A. BEFORE SETTING ANY TILE, THE CONTRACTOR SHALL ASSURE HIMSELF THAT NO TiLES WILL HAVE TO BE REMOVED AFTER INSTALLATION TO ACCOMMODATE THE WORK OF 01M TRADES. ALL CUTTING. FITTING, DRILLING AND GiWING OF THE WORK. WHERE NECESSARY IN REUATNON TO THE WORK OF OTHER TRADES, SHALL BE PERfORMFD SO THAT THE WORK WILL BE NEATLY AND ACCURATELY DONE AND CUT EDGES SHALL BE UNIFORM. B. CONFORM TO REQUIREMENTS UNDER AMERICAN NATIONAL STANDARDS IdSSTiiTUTE ANSI A-1374 FOR CERAMIC TILE MATERIAL AND ANSI A-108 FOR INSTALLATION REQUIREMENTS. C. INSTALL PER LANDLORDS SPECIFICATIONS, WHERE APPLICABLE. D. LAY OUT TILE PATTERN SYMMETRICALLY WITH EVEN JOINTS ON ALL FLOOR AND WALL SURFACES. ALIGN JOINTS WITH WALL PATTERN. WHERE APPUCABLE E CUT AND DRILL TILE AS REWIRED WITHOUT MIRING TILE, {MIND AND FIT AROUND FIXTURES, ETC. LEAVE COMPLETED WORK FREE FROM CRACKED, BROKEN, OR DAMAGED TILE F. ALLTRANSiTIONS BETWEEN NEW AND EXISTING OR UNLIKE FINISHES SHALL BE FLUSH AND SMOOTH. NO REDUCER STRIPS PERMITTED IN STOREFRONT AREA. G. PROTECT HEAVILY TRAVELED, NEWIM.Y TILED AREAS AS REWIRED. H. INSTALL TILES USING THAW METHOD WITH 1/16' JOINTS AT WALLS AND FLOORS. I. SEAL/WAX ALL TILE PER MANUFACRURER'S SPECIPCATiONS. 09650 VINYL RESILIENT TILE FLOORING PART 1- GENERAL A. SUPPLY AND INSTALL 1/8' X 12' X 12' VINYL RESILIENT TILES, AS SHOWN AND SPECKED ON THE DRAWINGS. B. INSTALL 4" HIGH X 1/8' THICK. TOP SET, COVED VINYL BASE, AT ALL WALLS IN AREAS TO RECEIVE VINYL TILE FLOORING, AND AS SPECIFIED ON DRAWINGS. C. SEE FINISH SCHEDULE FOR SPECIFIC COLORS AND MANUFACTURERS I. PART 2- PREPERATTON/EXECUTNONN REFER TO SECTION 03732 'CONCRETE RFPAIR/PREPERRATION' AND TO SECTION 01200 INSULATION AND WATERPROOFW A. PREP SLAB AS REWIRED TO RECEIVE NEW VINYL TILT B. FiLL ALL CRACKS, JOINTS, ETC. IN FLOOR MTN CRACK FUR APPROVED BY FLOORING MANUFACTURER INSTALL ALL MAT94ALS WITH WATERPROOF TYPE ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND SURFACES INVOLVED. C SLOPE FLOOR TARS TO DRAINS. SUBSTRATE MUST ALSO BE SLOPED TO DRAIN. D. ALL VCT SHALL BE CLEANED. SEALED, AND WAXED PRIOR TO TURNOVM 09652 WOOD AND OR LAMINATE FLOORING PART 1- GENERAL A. FINISHED WOOD FLOOR AS SPECIFIED IN FINISH SCHEDULU S, INSTALLED PER MANUFACTURER'S PRINTED INSTRUCTIONS AND RECOMMENDATIONS B. MATERIALS SHALL BE LISTED WITH UNDERWRITERS LABORATORIES AS TO FIRE AND SUP RESISTANCE C. ARCHITECiURALTRIM. I.E. REDUCER STRIPS, BANDS. PICKETS, ETC SHALL BE OF SAME MANUFACTURER AND FINISH AS WOOD FLOOR. D4 PART 2- PREPERATION/EXECUTION REFER TO SECTION 03732 'CONCRETE REPAIR/PREPERATION' AND TO SECTION 01200 INSTALLATION AND WAMWR00FING' A. CONTRACTOR TO BROOM CLEAN FLOOR AS IT IS INSTALLED. PROTECT FLOORING IMMEDIATELY WITH BROWN KRAFT PAPER AND INSTILL MASONITE . ORIENTED STRAND BOARD OR OTHER PROTECTIVE FLOOR PANELS OVER ENTIRE WOOD FLOOW, B. NO FLOORING TO BE EXPOSED UNTIL LAST DAY OF FIXTURING AND PREP INSTALLATION. 09682 CARPET A. SUPPLY/INSTALL CARPET AS SHOWN AND SPECIFIED ON DRAWINGS. B. NEW CONCRETE MUST BE CURED PREFERABLY FOR 90 DAYS BEFORE INSTALLING CARPET. CHECK THE SLAB FOR ALKALINITY, WHICH SHOULD BE LESS THAN 9.0 ph IF NECESSARY, NEUTRALIZE THE FLOOR WITH AN ACID WASH OF 10 PARTS WATER TO ONE PART MIRIAi1C ACID AND RINSE THORUGHLY. A SEALER SHOULD BE USED TO INSURE A GOOD BONDING SURFACE. EXSISTING CONCRETE MAY REWIRE RESEALING TO ASSURE A PROPER SURFACE. C. REMOVE, REPLACE OR PATCH OLD VINYL. TILE OR LINOLEUM, STRIP OLD WAX BY MOPPING WITH AMMOINA AND WATER AND FILL IN GROUT UNES ON CONCRETE WITH A LATEX FLASHING COMPOUND, AS APPLICABLE D. REMOVE ANY FINISHES, WAXES, PAINT, ETC. FROM WOOD FLOORS THE SURFACE MUST BE LEVEL AND CRACKS MAY REQUIRE A FLASH COMPOUND, PLYWOOD OR PARTICAL BOARD MAY BE NECESSARY TO OFFSET UNEVEN FLOORS, BUT MUST BE PRIMED PRIOR TO INSTALLATION. E CUT- BACK ADHESIVE MUST BE FLASHED OVER USING A NOTCHED TROWEL, PATCH AND LET CURE SMOOTH OVER WITH A SECOND COAT OF PATCH, USING THE FLAT SIDE OF THE TROWEL TO FILL IN THE RIDGES. ALLOW THE NEWLY FLASHED FLOOR TO CURE F. CARPET CONTRACTOR TO ESTABLISH HIS OWN TAKEOFFS AND COORDIANATE HIS TAKEOFF WITH THE AMOUNT SHIPPED BY TENANT AND CONTACT THE CONSTRUCTION COORDINATOR OF ANY DESCPMOES. G. INSTALL PER FLOOR AND WALL FLUSH PLUM AND PROVIDE TENANT WITH SEAM LAYOUT PRIOR TO CUTTING /INSTALLATION. H. FILL ALL CRACKS, JOINTS, ETC IN SUB -FLOOR WITH CRACK FILLER APPROVED BY CARPET MANUFACTURER, 1. PROVIDE DIRECT GLUEDOYW INSTALLATION USING MATERIAL AND METHODS RECOMMENDED BY CARPET MANUFACTURER. SEAL ALL SEAMS WITH SEAM ADHESIVE 09700 LAMINATED WOOD FLOORING [;�; i1Qr�►I�T!1 A. WOOD LAMINATE FLOORING. REFER TO FINISH AND RESPONSIBILITY SCHEDULE FOR SIZE. COLOR, AND MANUFACTURES B. PREP FLOOR AS RECOMMENDED BY THE MANUFACTURER. C. INSTALL COMPLETE PER MANUFACTURE'S SPECIFICATIONS INCLUDING ALL TRANSITION STRIPS AND EXPANSION JOINTS AS REWIRED FOR PROPER INSTALLATION. PART 2 PREPERATiON / EXECUTION REFER TO SECTION 03732 "CONCRETE REPAIR / PREPARATION' AND TO SECTION 07200 'INSULATION AND WATERPROOFING' A. CONTRACTOR TO RECEIVE AND STORE MATERIAL CONTRACTOR MUST OPEN BOXES A MINIMUM OF 48 HOURS IN ADVANCE OF INSTALLATION TO ACCLIMATE PRODUCT TO TEMPERATURE AND HUMIDITY OF AREA TO RECEIVE INSTALLATION. B. PREPARE SUBFLOOR OF EXISTING FLOOR SYSTEM AS RECOMMENDED BY MANUFACTURER. C. INSTALL POLYETHYLENE FILM ON CONCRETE SUBFLOOR. D. INSTALL 'WAISPERWALK'. E INSTALL LAMINATE FLOORING AS A 'FLOATING' FLOOR. BEGIN INSTALLATION ALONG WALL WITH TONGUE FACING WALLA. ACCORDING TO MANUFACTURS PROCEDURES. APPLY GLUE TO GROOVES WITH PLANKS IN PLACE ON FLOOR, ENSURE JOINTS ARE COMPLETELY SEALED WITH GLUE NOT NAIL, SCREW OR FASTEN FLOORING TO SUBFLOOR. F. PROVIDE ADEQUATE EXPANSION SPACE AT PRIMETER, COLUMNS, AND AT ALL OTHER OBSTRUCTIONS. G. INSTALL SPECIFIED BASE OR TRIM AT PERIMETER, COLUMNS. AND AT ALL OTHER OBSTRUCTIONS. H. NO FLOOR TO BE EXPOSED UNTIL LAST DAY OF FIXTURING AND MERCHANDISE INSTALLATION. I. FLOOR CLEANUP, FOLLOWING COMPLETION OF WORK BY OTHER TRADES, THE PROTECTIVE COVERING PLACED AFTER INSTALLATION SHW D BE REMOVED, FOLLOWED BY SWEEPING, VACUMING AND /OR DRY MOPPING TO REMOVE ALL LOOSE DEBTS. 09910 PAINTING AND FINISHING PART 1 - GENERAL A. THE INTENT IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THIS PROJECT FINISH APPEARANCE MUST BE UNIFORM, SMOOTH. AND FREE OF ANY RUNS, SAGS, AND DEFECTIVE BRUSHING OR SPRAYING, COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS RECOMMENED BY MANUFACTURER DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS UNTIL COVERAGE 1S SATISFACTORY. SEE FINISH SCHEDULE FOR PAINT COLORS, MANUFACTURED, ETC. B. USE ONLY THE PANT AND RELATED MATERIALS SPECIFIED BY THE MANUFACTURER. SEE FINISH SCHEDULE FOR SPECIFIC COLORS. ALTERNATES ARE NOT PERMITTED. PART 2 PREPARATIONS / EXECUTION A. CLEAN ALL SURFACES TO BE PAINTED FREE OF LOOSE DiRT AND DUST BEFORE WORK IS STARTED. WASH ALL METAL SURFACES WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. WHERE RUST OR SCALE IS PRESENT, WiRE BRUSH OR SAND CLEAN BEFORE APPLYING FINISH. B. PANTED DRYWALL TO RECEIVE ONE COAT LATE( PRIMER AND TWD COATS OF SPECIFIED PANT. TiNT PRIMER TO APPROXIMATE SHADE OF FINAL COAT. TOUCH UP ALL SECTIONS, SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRST COAT AND BEFORE APPLYING SECOND COAT, TO PRODUCE AND EVEN RESULT IN THE FINISH COAT. DRY ALL COATS THOROUGHLY BEFORE APPLYING SUCCEEDING COATS. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR RECOAT TIME SEAL ALL DRYWALL SURFACES BEHIND MMRRIORS. C. PUTTY ALL NAI. HOLES, COUNTERSINK, SCREWS, BOLTS, CRACKS. ETC. BEFORE APPLYING FINISH. D. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH, E BEFORE STARTING FINISH WORK. REMOVE HARDWAK ACCESSORIES, PLATES. LIGHTING FIXTURES AND SIMLUR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. F. PANT ALL EXPOSED PIPING. ACCESS DOORS, VENTS, FIRE DMWL90 CABINETS, EQUIPMENT MINTING BOARDS. M. TO MATCH ADJACENT WORT( UNLESS OiHERWISE NOTED OR DIRECTED. G. SAND ENAMELD FINISHES APPLIED TO WOOD OR METAL BETWEEN COATS WITH FiNE SANDPAPER TO PRODUCE EVEN SMOOTH FINISH. H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, SAGS AND DEFECTIVE BRUSHING OR SPRAYING. MAKE EDGE ADJOINING OTHER MATERIALS OR COLOR SHARP AND CLEAN WITHOUT OVERLAPPING. 1. SEAL TOPS, BOTTOMS AND EDGES OF ALL DOORS. J. CONTRACTOR TO LEAVE ONE WART EACH COLOR OF PAINT FOR FUTURE TOUCH-UP K. PRIOR TO CONTRACTOR LEAVING SITE AND AFTER ALL FIXTURES ARE INSTALLED AND STORE IS CLEANED, CONTRACTOR TO WALK SITE AND TOUCH -UP PAINT DAMAGE DURING FINAL DAYS OF PROJECT. DIVISION 10000 - SPECIALTIES 10520 FIRE PROTECTION PART 1 - GENERAL A. PROVIDE MULTI-PURPOSE CHEMICAL FINE EQRNGISH EFtS CAPABLE OF DMGUISING CLASS A, 8, AND C FIRES, IN OUATITIES AND LOCATIONS REWIRED BY LOCAL FIRE MARSHALL (COORDINATE IN FED) MANUFACTURER, INDUSTRIES, COSMIC SERIES OR EQUAL PART 2 - PREPARATION / EXECUTION A. INSTALL AT HEIGHT TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES. B. SECURE TO STRUCTURE, SQUARE AND PLUMB, TO COMPLY WITH MANUFACTUR'S INSTRUCTIONS. 10800 TOILET ROOM ACCESSORIES PART 1 - GENERAL A. CONTRACTOR TO SUPPLY AD A. APPROVED TOILET ACCESSORIES AND GRAB BARS INCLUDING ALL SET SCREWS AND ANCHORS REWIRED FOR COMPLETE INSTALLATION. PART 2 - PREPARATION / EXECUTION A. CONTRACTOR SHALL INSTALL TOILET ACCESSORY LINTS ACCORDING TO MANUFACTURES INSTRUCTIONS, USING FASTENERS AND IN WALL BLOCKING AS RECOMMENED BY UNiT MANUFACTURER. INSTALL UNITS PLUMB AND LEVEL FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHT INDICATED. IN A TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS, OR SCREWS. DIVISION 11000 - EQUIPMENT PART 1 - GENERAL A CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE ADJUSTMENTS AS REQUIRED ACCOMMODATING LOCATIONS OF EQUIPMENT. B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODESAT C. EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR UNCRAFTED AND PLACED ACCORDING TO THE CONSTRUCTION DOCUMENTS. PART 2 - PREPARATION / EXECTiON A. CONTRACTORS INSTALLATION OF TENANT SUPPUED EQUIPMENT IS TO BE INCLUDED IN GENERAL BID. B. CONIRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. C. CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOKUP OF ALL EQUIPMENT, INCLUDING ALL MECHANICAL, PLUMBING AND ELECTRICAL WORK. D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE CONSTRUCTION MANAGER PRIOR TO THE TURNOVER. U:11 AcMve PrcjettslMD_ doairrtendV500ipec�dw0, 08A24l1MO0408:30:10AAA a M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchRects.com r a 0 u W D J a L 16-1 10 w w Z) Q Z m !0 nNa. Q (n 0 z LLI QZ W fY J UJ a W Z N cn 0 O m ro Z �Q as Wo0=0= rn < 0 ``,``�>>111t111tf llll��� 0 Cr .t -o :V.• to ) U PLOT DATE: 06-23-04 PROJECT NO: W O wFE o oc WO �� z HL) �~ mi o` rr } a Q 9L Z jjU w < � s 55 i M o m Zj< Li F,W G ifs a �s <<m g WW G < U C O� <c! < z SHEET NUMBER 4501 r CONNECT EMERGEN AREA TO SAKE CIR LIGHTING AHEAD OF ACCORDANCE WITH (TYPICAL FOR ALL LIGHT FIXTURE SCHEDULE TO, "m BRAtO ,WE mma maw DE3cailP11o11 EMP LMP >r10K REWAG A Q 7c""01m 91O 70MI VOLL SOME 100 N PAR M too e wr usm C ( Q ] IRM 100136-300 smu cusmm 1111 E - - D ® Lukown MC 181412-4/0-M-00 umnx N PDow - - E ® FWA POW RU229-310-E-0-PS DIIEItT/1011W (3) 32 w T-0 06 F IM1OI M-=125-Wl TIIOFFiR (3) 32 M T-0 00 0 0 PORMID FL1N0-0101U WIL WAM 150 PAR MI. 150 H 0 POMFOW FCO -IM DOMOMHT 730 PAR 30 73 J 0- AE*eWE FWE-W BAImm BMW - - K 0 PORIRW HU --701111 LOW DME W 25M PAR 30 250 L 0 Nu ID03-1103P D00101G111 (M,j 201 EAT 20 m FINA UM -L1730 TRACK 751 HOD 75 N CORELIIE AIM-= SO$-00)AiET.T RDl413 M (3) 32 A T-0 90 P 0 PRA 41-00"-9C-07-SIf PEFOIINT t00A FM m 100 C! - - 411' 51W F1D140011 (2) 32 W T-0 Ol ------y R ® NUNK 007m LgQ/FAN omm !OD crwI001 100 X ® 5141E -m CIBIR12C ENT MTWE 2.41120 2.4 Y p SLUE-im CI! -1 01 FKW 14.4m20 14.4 HTING WORK, 016 I M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.5582822 FAX: 317.558.2827 www.mdarchitects.com O n I Cc a mQ N � O W Z U -- Q1 Wm N � z_ U 9 co O M et 9 9 9 usI PLOT DATE: PROJECT NQ c d a fs o SHEET NUMBER Eml I I I I N I I ALL REGI MOU LANEO aiw a r -o" "PEO cKTFdX:ESSEDlNGANDESCENT FacruRE PROJECT NO: SINGLE POLE SWITCH THREE WAY SWTTCH DUPLEX WALL RECEPTACLE ISOLATED GROUND RECEPTACLE GFt GROUND FAULT RECEPTACLE OUADRAPLEX WALL RECEPTACLE WPQ WEATHERPROOF RECEPTACLE JUNCTION BOX O5 SPENCER (BY OTHERS) U.—S—i SPENCER CONDUIT D TELEPHONE OUTLET 5—T—i TELEPHONE CONDUIT T.T.B. TELEPHONE MWINAL BOARD 0 PUSHBUTTON BUZZER {% TRANSFORMER 4--}{—� CONDUIT ADM FLOOR H+-4 CONOLNT BELOW FLOOR AMRKS MADAME NUMBER OF WIRES �-}-i HOME RUN CONDUIT SPECIAL RECEPTACLE o Moot SWITCH KEY SWITCH Q LDC 6 � DOTF SS QW/VU AP WE oLSP" W/N�EPfJ�ANT i ELECTRIC WORK I w M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.nbrchdects.com Q � A W CLD coa m m 0 W Z v -- J I uj� z 0 U 9 LJ m O M w PLAT DATE: PROJECT NO: V c4 al� c o 0 _ IP SHEET NUMBER E=2 w r I a e :R WIRING WORK r M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchbcts.com z a ,. Jy -•r OF 144; O i= Q �� C �0 's m= Cn jiN tV Q 8 c���d wt" F o,,�bl1j �quuuru*nuP �►"�� PLOT DATE: PROJECT NO: c n a $2 Sw SHEET NUMBER E=3 a I I I * PANEL DIRECTORIES PANEL NEW PANEL "A" BKR SIZE LOAD CKT NO. USE 277/460 VOLT 3 PHASE 4 WIRE 2 4 WIRE CKT. 4 BKR USE NO. LOAD SIZE 8 1 12494 7011 20/3 CONDENSING UNIT Ll 3 12494 12 1 3 /3 8009 5 12494 2 EXTERIOR SIGNAGE 16 7 17011 +8009 8009 /3 CONDENSING UNIT #2 9 7011 SPACE --- 11 7011 — — 24 13 8009 40/3 WATER HEATER #1 15 8009 9 — — 17 8009 AIR HANDLING UNCI #1 SPACE 19 — 3722 1/3 12 21 -- 13 1000 23 — — MEN'S DRESSING LIGHTS 25 — — 16 27 — — 500 29 — — LUGS 400 AMP MAIN BREAKER 400 AMP BKR SIZE LOAD CKT NO. USE 11% 29120 2 4 WIRE 30933 4 TRANSFORMER FEED 30181 6 CKT /3 7011 8 NO. 7011 10 CONDENSING UNIT #3 7011 12 1 3 /3 8009 14 2 EXTERIOR SIGNAGE 16 WATER HEATER #2 +8009 8009 18 4 — 20 SPACE --- 122 6 — — 24 7 — — 26 8 — — 28 9 — — 30 10 PHASE A: 61654 WATTS BALANCE: 2.86 % PHASE B: 63467 WATTS PHASE C: 62715 WATTS TOTAL: 188236 WATTS PANEL NEW PANEL "B" 11023 WATTS LUGS 225 AMP MAIN BREAKER 100 AMP LUGS 225 AMP 120/208 VOLT 3 PHASE 4 WIRE MAIN BREAKER 200 AMP CKT CKT. BKR BKR CKT A B C SIZE USE NO. LOAD SIZE A B C SIZE LOAD NO. USE DR. OFFICE LIGHTING 1 1040 /1 20/1 1200 2 EXTERIOR SIGNAGE 1080 3 900 1200 4 MASG. ROOM LIGHTING EMPLOYEE/KITCHEN LIGHTS 5 1114 1200 6 AESTH ROOM LIGHTING SPARE 7 -- /3 3722 8 8 WOMEN'S DRESSING LIGHTS 9 1182 3722 10 AIR HANDLING UNCI #1 10 11 1525 3722 1/3 12 BRUCK'S LIGHT 13 1000 5043 14 500 MEN'S DRESSING LIGHTS 15 1151 5043 16 AIR HANDLING UNIT #2 SPACE 171 500 5043 118 RUAL (FLWR) WET ROOM LIGHTING 19 620 3 /3 3242 20 REFRIGERATIOR MEDITATION PENDANTS 21 500 3242 22 AIR HANDLING UNIT #3 MEDITATION DOWNLIGHTS 23 395 3242 24 122 HALLWAY LIGHTING 25 1005 500 26 MEDITATION REFRIG. FLOUR STRIP DOWN LIGHTS 27 448 — 128 SPACE MANICURE LIGHTING 29 576 — — 30 1440 31 225 ---- 32 29 ADMIN. LIGHTING 33 288 — — 34 AESSTN. /3 k 4 TRACK LIGHTS 35 300 — — 36 RECEPTION PENDANTS 37 500 — — 38 34 RETAIL LIGHTING 39 1500 — — 40 1127 36 41 1300 --- 42 "TC" INDICATES TIME CLOCK PHASE A. 18097 WATTS BALANCE: 5.63 9: PHASE B: 19176 WATTS PHASE C: 18417 WATTS TOTAL: 55690 WATTS PANEL NEW PANEL "C' 120(,208 VOLT 3 PHASE 4 WIRE_ 11023 WATTS LUGS 225 AMP MAIN BREAKER 100 AMP 11757 WATTS CKT BKR BKR 34544 WATTS CKT wl�.'>�i USE NO. LOAD SIZE A B C SIZE LOAD NO. USE RECEPTACLES qua MOMS 1 1440 2/1 20/11 360 2 OFFICE IG ADNw a omcc 3 1080 360 4 ADMIN. IG WATTwC Room 5 720 Zw� WO 20 360 6 RECEPTION COMP. COMM 7 720 360 8 MAL (•I&O 9 540 rwv�«�."�u•y^,ya•.1........Nw <Ifw4i5s'>s " „•l'•<•••C•• 360 10 EMPLOYEE COMP. WrAA. (fuw) 11 500 360 12 RECEPTION COMP. SPA MAL (Fww) 13 500 �o' 360 14 � RETAL (Fl.DOR) 15 500 w,...w,,.m.ww..., w., 500 116 MICROWAVE RUAL (FLWR) 17 500 w 500 i8 REFRIGERATIOR SHOW MANDOW 19 720 '1212650 11176 120 WASHER CENM& 21 900 im 0 :4 z 122 DRYER N=AMON 23 1260 2650 24 wowN kocaax 25 720 /1 1380 26 WP/AHU RECEPTACLES UASM #2 a 3 27 1440 900 28 MANICURE TABLES wma ft 29 1260 1127 30 PEDICURE CHAIRS AESSTN. /3 k 4 31 1440 1127 32 AESTEI12 33 900 1127 34 AESTH #1 35 900 1127 36 WET ROOM 37 720 — 38 SPACE SERVER IG 39 500 --- 1401 MUSIC SYSTEM 141 5001421 1 INDICATES PANEL LOCKS PHASE A: 11023 WATTS PHASE B: 11757 WATTS PHASE C: 11764 WATTS TOTAL: 34544 WATTS BALANCE: 6.30 % GROUNDING SHALL CONSIST OF COPPER CONDUCTORS IN CONDUIT WITH BOLTED, OR BRAZED, CONNECTION TO COLD WATER UNE FOR THE NEUTRAL. GROUNDING AND BONDING SHALL COMPLY WITH NEC ARTICLE 250. ALL METALLIC RACEWAYS SHALL BE GROUNDED SERVICE EQUIPMENT NEUTRAL BUS GROUND IN ACCORDANCE WITH GROUND BUS N.E.C. 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NEMA 3R) NEW CONDENSING UNIT j3 ON ROOF NEW 277/480 VOLT. 3PH. 4W. 40C ANP SERVICE TO SPACE (4-500MCM-4"C. OR (2) SETS OF NEW 400 AMP BREAKER IN 4 -j3/0 -4'C. PARALLEL) LANDLORD'S METER CENTER OR 400 FUSIBLE SWITCH WITH 400 AMP FUSES' (CONTACT LANDLORD TO DETERMINE \ ELECTRICAL ROOM EXACT REQUIREMENT) \\ LANDLORD'S METER --� CENTER VERIFY EXACT LOCATION W FIELD 00 09 ®� O 9 0 Q ® 0 o Ole 1 3 -j10 -1/2"C. TENANT SPACE O / 400 f NEW TIME CLOCK 10 CKT. 2.*- TC NEW PANEL 'A � NEW PANEL `Ii NEW 75 KVA- ON FL ORRMER RISER DIAGRAM NOTES 1. CONTRACTOR SHALL OBTAIN AVAILABLE FAULT CURRENT RATING AND PROVIDE PROTECTION FOR MAIN CIRCUIT BREAKER AND ALL BRANCH DEVICES AS REQUIRED. 2. CONTRACTOR TO MAINTAIN ALL REQUIRED CLEARENCES PER ARTICLE 110-26 NEC ELECTRIC RISER DIAGRAM 3-010-1/2"C. 225/200 1 1 225/100 DISCONNECT SWITCH I SPACE 10. NEMA 1) NEW AIR HANDLING UNIT jl IN SPACE NEW DISCONNECT SWITCH 5 IN SPACE 60/50. NEMA 1) NEW AIR HANDLING UNIT j2 IN SPACE ISCONNECT SWATCH SPACE � 1) PANEL 'C' 4-#3-1 1/4"C. NEVY WI REWAY PER NEC 4-j3OOMCM-3'C. GROUND PER NEC (j2 AWG CU.) NEW AIR HANDLING UNIT 43 IN SPACE M.D, ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com < 0 w �a Q m Q c Z LkJ Z Z U— aOf Lli M I � N iY 0 }U 9 U m O I" 7 d - z z z z O_ O O O_ oi z wa wQ w¢ LLK 0 rs-0 a`o 0= wm w >r Illprp//l/! ```"",tU11111!!I �- ����wnrnrurfNroukn►u`o� v PLOT DATE: PROJECT NO: ku Q U C Zw� WO 20 cd z 0 Ir �r �z J Z a0 z< �- }jj Oa CL iE < Y jUI <5 �o' a a0 m w,w6 Q pa Q ix Lu 0[5 M } 0 NU 0 o_ w 0) Y SO C U O im 0 :4 z _ SHEET NUMBER k y CONNEC TOILET REQUIRI LANDLORI TOILET E 2V TEF CONNECT TO I. MUA DUCT AS EXACT LOCATIC (2620 OA CFM CONNE TOILET UI A I SPECIAL NOTE: EXHAUST FROM SPACE SHOWN CONNECTED TO LANDLORD PROVIDED EXHAUST DUCTWORK TOTAL EXHAUST REQUIRED - 1250 CFM IF LANDLORD'S SYSTEM WILL NOT ALLOW FOR QUANTITY OF EXHAUST SHOWN—CONTACT ARCHATEECT/ENGINEER PRIOR TO BID FOR DISPOSITION. EXHAUST SYSTEM WILL BE RE—DESIGNED TO BE INDEPENDANT OF LANDLORD SYSTEM— REDESIGN SHALL HAPPEN PRIOR TO FINAL BID AND SHAD. BE INCLUDED IN BASE BID AMOUNT—NO EXTRAS FOR CHANGES WILL BE ALLOWED AFTER FINAL BID—IT IS THE CONTRACTOR'S RESPONIBILITY TO DETERMINE NEED FOR REDESIGN AND INFORM DESIGN PROFESSIONALS PRIOR TO BID. kNICAL WORK. s M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com O 0 L) �z cc N mQ D LLI) Q Wry C-4 Q gv z U 9 ED lO z z z z 0 0 0 0 s 6i mq � u z w¢ wQ w¢ 0 Wo MCI MCI rrC3 1 4441*" S �ouuttn4nnlrrrrrr,}ni� OUTS®E AIR CALCULATION DOCTOR'S OFFICE PATIENT SOFT. C.QSSIDO FACTOR GFM CORRIDOR SOFT. FACTOR CFM ROOMS 270 2.7 X 25 67.5 476 3.3 X 20 67 SOFT.FACTOR CFM 67 CFM RECEPTION 433 26 X 15 390 .SPA PLOT DATE: SOFT. FACTOR CFM SPA SOFT. FACTOR CFM OFFICE 254 2.1 X 20 43 2500 5D X 15 750 U SOFT. FACTOR CFM LOCKER SQ.Fr. FACTOR CFM TOILET 50 — 75 ROOMS 1109 1109 X .5 554 c0iy C) dwMirZU CL e-) 0. O � 0� Ci 5 X 15 375 576 CFM Z$ a RETAIL SOFT. FACTOR CFM 1200 0.3 360 z� ww g� m m 2039 CFM TOTAL O.A. & VENTILATION AIR REQUIRED: 2681.5 CFM � omw F ACTUAL O A. do VENTILATION AIR PROVIDED 23� O U SUPPLY TO TOILET ROOMS IS 50 CFM z < z EXHAUST FROM TOILET ROOMS IS 75 CFM SPECIAL NOTE: EXHAUST FROM SPACE SHOWN CONNECTED TO LANDLORD PROVIDED EXHAUST DUCTWORK TOTAL EXHAUST REQUIRED - 1250 CFM IF LANDLORD'S SYSTEM WILL NOT ALLOW FOR QUANTITY OF EXHAUST SHOWN—CONTACT ARCHATEECT/ENGINEER PRIOR TO BID FOR DISPOSITION. EXHAUST SYSTEM WILL BE RE—DESIGNED TO BE INDEPENDANT OF LANDLORD SYSTEM— REDESIGN SHALL HAPPEN PRIOR TO FINAL BID AND SHAD. BE INCLUDED IN BASE BID AMOUNT—NO EXTRAS FOR CHANGES WILL BE ALLOWED AFTER FINAL BID—IT IS THE CONTRACTOR'S RESPONIBILITY TO DETERMINE NEED FOR REDESIGN AND INFORM DESIGN PROFESSIONALS PRIOR TO BID. kNICAL WORK. s M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com O 0 L) �z cc N mQ D LLI) Q Wry C-4 Q gv z U 9 ED lO z z z z 0 0 0 0 s 6i mq � u z w¢ wQ w¢ 0 Wo MCI MCI rrC3 1 4441*" S �ouuttn4nnlrrrrrr,}ni� a`J --j ., ; O Z. pu, Q fn ... '�����i�irnrrru�i,�nnu�+t�`��•'`• ' PLOT DATE: PROJECT NO: U P L F O g cr vi U c0iy C) dwMirZU CL e-) 0. O � 0� Ci zj F6o Z$ a z� ww g� m m 0 pcn � omw F m 23� O U O z < z SHEET NUMBER m m 1 r I 0 I m I 0 I FL FCTRIgAL EQUIPMENT -AND MATERIAL DiSCdNNECT SWITCH #1: HEAVY DUTY SINGLE THROW SAFETY SWITCH, 3 POLE, 30 AMP, 480 VOLT, FUSIBLE, WITH 20 AMP FUSES AND NEMA 313 ENCLOSURE. SQUARE D #H361RB. DISCONNECT SWITCHES #2 do 3: HEAVY DUTY SINGLE THROW SAFETY SWITCH, 3 POLE, 30 AMP,480 VOLT, FUSIBLE, WITH 30 AMP FUSES AND NEMA 3R ENCLOSURE. SQUARE D #H361 RB. DISCONNECT SWITCH 14: HEAVY DUTY SiNGLE THROW SAFETY SWITCH. 3 POLE, 60 AMP, 208 VOLT, FUSIBLE, WiTH 40 AMP FUSES AND NEMA 1 ENCLOSURE. SQUARE D #H322N. DISCONNECT SWITCH #5: HEAVY DUTY SINGLE THROW SAFETY SWITCH, 3 POLE. 60 AMP, 208 VOLT, FUSIBLE, WITH 50 AMP FUSES AND NEMA 1 ENCLOSURE. SQUARE 0 #H322N. DISCONNECT SWITCH #6: HEAVY DUTY SINGLE THROW SAFETY SWITCH, 3 POLE. 30 AMP, 208 VOLT, FUSIBLE, WITH 30 AMP FUSES AND NEMA 1 ENCLOSURE. SQUARE D #H321 N. PANEL "A SQUARE D TYPE NFCU SURFACE MOUNTED COPPER BUS, BOLTED CIRCUIT BREAKER PANELBOARD, 277/480 VOLT, 3 PH., 4 WIRE AIC RATING AS REQUIRED - VERIFY IN FIELD WiTH UTILITY. TRANSFORMER: 75 KVA, DRY TYPE. SQUARE D #75T3H. PRIMARY. 480 VOLT, 3 PH., 3 WIRE. SECONDARY: 120/208 VOLT, 3 PH„ 4 WIRE PANEL 'I3' AND "C": SQUARE D TYPE NQODCU SURFACE MOUNTED COPPER BUS, BOLTED CIRCUIT BREAKER PANELBOARD, 120/208 VOLT, 3 PH., 4 WIRE. AIC RATING AS REQUIRED - VERIFY iN FIELD WITH UTILITY. TiME CLOCK: DPDT, 40 AMP, 120 VOLT, WiTH 7 DAY DIAL, WITH RESERVE POWER FEATURE. TORK #W220L DEVICES AND COVERPLATES LISTED BELOW SHALL BE COLOR COORDINATED WITH THE ARCHITECT AND/OR INTERIOR DESIGNER PRIOR TO PURCHASE OUPI.EX RECEPTACLES: HUBBELL #5362. GROUND FAULT RECEPTACLE: HUBBELL #GF -5362. ISOLATED GROUND RECEPTACLES: HUBBELL #IG -5362. QUAD RECEPTACLES: TWO (2) HUBBELL #5362 DUPLEX RECEPTACLES IN A COMMON JUNCTION BOX WITH A 4 GANG COVER PLATE. IG QUAD RECEPTACLES: TWO (2) HUBBELL #(G -53S2 DUPLEX RECEPTACLES IN A COMMON JUNCTION BOX WITH A 4 GANG COVER PLATE. FLOOR RECEPTACLES: HUBBELL #HBL-5362 IN A #B-2524 BOX WITH #S-3725 FLUSH COVER. FLOOR JUNCTION BOXES: HUBBELL #8-2414 BOX WiTH #SA -2425 FLUSH COVER AND #B-3083 CARPET FLANGE. WEATHERPROOF RECEPTACLES: HUBBELL #GF -5362 WITH 'A8' ALUMINUM COVER PLATE. TELEPHONE/MODEM/HYPERCOM OUTLETS: HUBBELL TYPE RJ11C WITH WHiTE COVER PLATE. DATA OUTLETS: HUBBELL 'TYPE RJ45 WITH COVER PLATE. SINGLE POLE SWITCHES: HUBBELL #HBL-1221. THREE WAY SWITCHES: HUBBELL #HBL-1223. KEY SWITCHES: HUBBELL 1HBL-1221-L. DIMMER SWITCHES: LUTRON #N-2000, 20 AMP, 120 VOLT. COVERPLATES: HUBBELL, COLOR AS REQUIRED BY ARCHITECT AND/OR INTERIOR DESIGNER. ELECTRICAL WORK NOTES I. ENTIRE INSTALLATION SHALL BE MADE IN STRICT ACCORDANCE WITH LANDLORD'S REQUIREMENTS AND CLAY TERRACE MEP CRITERIA DRAWINGS MEP1. MEP2 AND MEP3 - CONTACT LANDLORD FOR COPIES OF DRAWINGS. 2. THE SPACE IS NEW AND HAS NOT PREVIOUSLY BEEN OCCUPIED. REMOVE EXISTING LIGHTING FIXTURES, SWITCHES. JUNCTION BOXES, CONDUIT, WIRE, ETC., NOT REQUIRED FOR THE NEW INSTALLATION. UNUSED FIXTURES SHALL BECOME THE PROPERTY OF THE ELECTRICAL CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE SITE. 3. FURNISH AND INSTALL ALL NEW LIGHTING FIXTURES AS PART OF THE ELECTRICAL CONTRACT. 4. FURNISH AND INSTALL NEW 277/480 VOLT, 3 PH., 4 WIRE, 400 AMP ELECTRICAL SERVICE TO SPACE (CRITERIA INDICATES THAT LANDLORD HAS OR WILL PROVIDE AN EMPTY CONDUIT WITH PULL STRING TO THE SPACE-VERFIY EXACT SiZE WITH LANDLORD (4' MIN)) - UTILIZE THIS CONDUIT AND FURNISH AND INSTALL THE SERVICE WIRING AS SHOWN AND CALLED FOR. LEAVE 15' WIRE COIL IN LANDLORD'S WIREWAY ABOVE LANDLORD'S DISTRIBUTION EQUIPMENT. 5. LANDLORD HAS OR WILL PROVIDE A NEW 400 AMP CIRCUIT BREAKER OR A 400 AMP FUSIBLE SWITCH WITH 400 AMP FUSES IN LANDLORD'S ELECTRICAL EQUIPMENT (COST FOR THIS ITEM(S) SHALL BE BY THE TENANT - COORDINATE WiTH LANDLORD). OVERCURRENT PROTECTION SHALL BE 400 AMP. FIELD VERIFY WITH THE LANDLORD THE EXACT EQUIPMENT TYPES, LOCATIONS. ORIENTATIONS, SIZES, ETC. COORDINATE WITH THE LANDLORD ANY REQUIRED WORK AT THE DISTRIBUTION CENTER TO ENSURE COMPATIBILITY AND ACCEPTABILITY WiTH LANDLORD'S EQUIPMENT. IF ANY ISSUES ARISE WITH REGARD THE INSTALLATION OF SERVICE AND EQUIPMENT. CONTACT ARCHITECT AND/OR ENGINEER PRIOR TO BID FOR DISPOSITION. LANDLORD'S ELECTRICAL CONTRACTOR SHALL MANCE FINAL CONNECTIONS TO LANDLORD'S SERVICE EQUIPMENT AS REQUIRED AT TENANT'S EXPENSE. CONTACT THE LANDLORD TO COORDINATE THIS PORTION OF THE WORK. NO EXTRAS WILL BE ALLOWED FOR WORK NOT INCLUDED IN BASE BID. 6. FURNISH AND INSTALL THREE (3) NEW ELECTRICAL PANELS "K. "Fr. 'Cr. AND A 75 KVA TRANSFORMER AS SHOWN AND CALLED FOR. 7. CONNECT ALL CIRCUITS TO PANELS AS REQUIRED. CIRCUITS SHALL BE ARRANGED ON THE PANELS IN STRICT ACCORDANCE WITH THE NUMBERS SHOWN ON THE DRAWINGS. NO VARIATION OR DEVIATION FROM THE DRAWING WILL BE ACCEPTED. ANY CHANGE iN CIRCUITING DUE TO ACTUAL FIELD CONDITIONS MUST BE APPROVED BY THE ENGINEER PRIOR TO AFFECTING THE CHANGE. ANi' WORK PERFORMED ASIDE FROM THAT SHOWN, INDICATED OR IMPLIED MUST BE APPROVED BY THE PROJECT MANAGER AND/OR ENGINEER BEFORE STARTING. ALL UNUSED CIRCUITS SHALL BE UTILIZED AS SPARES. 8. FURNISH AND INSTALL NEW TYPEWRITTEN PANEL DIRECTORIES IN ALL NEW PANELS. 9. PROVIDE TEMPORARY WIRING AS REQUIRED WHILE SERVICE AND EQUIMENT ARE BEING INSTALLED TO ALLOW FOR LIGHTING AND POWER FOR CONSTRUCTION PURPOSES. WHEN INSTALLING SERVICE AND EQUIPMENT, KEEP SHUTDOWN TiME TO A MINIMUM. 10. TELEPHONE SERVICE TO THE SPACE WILL BE PROVIDED BY THE LANDLORD. CONTACT THE TELEPHONE COMPANY TO ARRANGE FOR ANY CHANGE IN TELEPHONE SERVICE. FURNISH AND INSTIL ALL ADDITIONAL CONDUIT REQUIRED IN THE SPACE. 11. FURNISH AND INSTALL NEW TELEPHONE TERMINAL BOARD FOR THE NEW INSTALLATION. NEW TELEPHONE TERMINAL BOARD SHALL BE 12" X 24 PLYWOOD, 3/4" THICK. MOUNTED ON WALL, READY TO RECEIVE TELEPHONE EQUIPMENT. 12. TEMPERATURE CONTROL WORK, WILL BE A PART OF THE MECHANICAL CONTRACT. ALL CONTROL WIRING SHALL BE IN CONDUIT. 13. SEE ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE SCHEDULE, EXACT LOCATION OF CEILING GRID, LIGHT FIXTURES, ETC. MECHANICAL EQUIPMENT AND MATERIAL - TYPICAL FOR AiL STORES A.C. UNITS: SEE A.C. UNiT SCHEDULE. CEILING DIFFUSERS: SEE AIR DEVICE SCHEDULE. RETURN AiR REGISTERS: SEE AIR DEVICE SCHEDULE. TOILET EXHAUST REGISTERS: SEE AIR DEVICE SCHEDULE. WATER CLOSETS: AMERICAN STANDARD #2168.100 'NEW CADET AQUAMETEFt, 17' HIGH, FLOOR MOUNTED, 1.6 GPM FLUSH, WITH SUPPLY, STOP AND WHITE OPEN FRONT SEAT, LESS COVER. MOP SINK: STERN-WILLUMS #MTB -2424, FLOOR MOUNTED, TERRAZO, 24" X 24', COMPLETE WiTH INTEGRAL 3* BRASS DRAIN, STAINLESS STEEL DOME WITH STRAINER AND SCREWS AND 08344.112 AMERICAN STANDARD FAUCET WITH TOP BRAKE, STOPS AND VACUUM BREAKER. LAVATORIES: CONTACT INTERIOR DESIGNER FOR SPECIFICATION. SHOWERS: CONTACT INTERIOR DESIGNER FOR SPECIFICATION. COUNTER BREAKROOM (KITCHEN) SINK: CONTACT INTERIOR DESIGNER FORT AN SPECIFICATION. COUNTER HAND SINKS! CONTACT INTERIOR DESIGNER FOR SPECIFICATION. WATER HEATERS (2 MANIFOLDED TOGETHER): A.D. SMITH CONSERVATIONIST', MODEL DVE-80-40.5, ELECTRIC, 80 GALLON STORAGE, 98 GALLON RECOVERY* 100 DEGREE RISE, 28.9 FLA, 480 VOLT, 3 PH. 60 HZ - SIX (6) 4000 WATT ELEMENTS - COMPLETE WITH A FACTORY ASSEMBLED MANIFOLD KR AS REQUIRED TO CONNECT TWO (2) HEATERS, ELEMENT OPERATION SHALL BE SEQUENCED WITH THERMOSTATS AND FACTORY WARRANTY. HOT WATER EXPANSION TANKS (1 FOR EACH HEATER): STATE MODEL #ETC -10X OR EQUAL 9.21 GALLONS VOLUME. THERMOSTATIC MIXING VALVE (IF 180 DEGREE WATER IS REQUIRED): SYMMONS #5-130, 3/4 INLETS, 3/4 OUTLET, 9 GPM, SET AT 110 DEG. (MAX.) MIXED WATER TEMPERATURE, COLOR -CODED TEMPERATURE INDICATION DIAL FLOOR DRAINS: ZURN #ZN--456-P, CAST IRON BODY, DEEP SEAL TRAP, FLOOR LEVEL CLEANOUT AND NICKEL BRONZE TYPE 'E3' STRAINER COMPLETE WITH 1/7 TRAP PRIMER CONNECTION. CLEJINOUJTS: ZURN #ZN-1400-3. WITH SQUIRE NICKEL BRONZE COVER. WALL CLEJNOUTS: ZURN #ZB-1443-3, WiTH SQUARE POLISHED BRONZE ACCESS COVER AND FRAME. TRAP PRIMERS: ZURN #Z-1022. WATER METER: AAIANT MODEL #N200SR N. WITH U.S. GALLON READING REGISTER. WASHER SUPPLY AND DRAIN FITTING: SYMMONS #W -600-X 'LAUNDRY MATH! SUPPLY AND DRAIN FIXTURE, COMPLETE WITH i/2' SWEAT WATER CONNECTIONS, SERVICE STOPS AND 1-1/2r WASTE CONNECTION - OR EQUAL. DUCTWORK: RIGID: GALVANIZED SHEET METAL, IN ACCORDANCE WiTH ASHRAE AND SMACNA REQUIREMENTS FOR LOW PRESSURE DUCIWORK (1' WC). FLEXIBLE (IF USED -BY GC): WIREMOLD TYPE WCK OR EQUAL FLDOBLE CLASS 1 AIR DUCT. METALIZED POLYESTER FILM LAMINATED ON STEEL WIRE REINFORCING, WITH 1.5 THICK, 3/4 LB DENSITY FIBERGLASS INSULATION AND FIRE RETARDENT REINFORCED VAPOR BARRIER (HI -VINYL) AND SHALL MEET NFPA 90A AND UL STANDARD 181. PIPING MATERIALS: DOMESTIC COLD WATER: TYPE L HARD TEMPER COPPER WITH WROUGHT SWEA1` FITTINGS. WASTE AND VENT: STANDARD WEIGHT CAST IRON WITH NO -HUB FITTINGS. ' REFRIGERANT PIPING: TYPE K HARD TEMPER COPPER WiTH WROUGHT SWEAT FITTINGS AND 95-5 SOLDER. CONDENSATE PIPING: TYPE L HARD TEMPER COPPER WITH WROUGHT SWEAT FITTINGS. DUCTWORK INSULATION (SUPPLY AND OUTSIDE): WRAP IN ACCORDANCE WITH THE FOLLOWING: WRAP: 1.5' THICK, 3/4 LB, DENSITY FIBERGLASS INSULATION WiTH VAPOR BARRIER JACKET PIPING INSULATION: DOMESTiNG COLD AND HOT WATER: 1.5 THICK, 3/4 LB. DENSITY FIBERGLASS WITH VAPOR BARRIER JACKET. ALL LIQUID REFRIGERANT PIPING AND SUCTION REFRIGERANT PIPING: 1/Y THiCK FLEXIBLE FOAMED PLASTIC. ARMSTRONG 'ARMAFLDX-Y. MECHANICAL WOK NOTES 1. ENTIRE INSTALLATION SHALL BE MADE IN STR1Cr ACCORDANCE WITH LANDLORD'S REQUIREMENTS. REFER IN PARTICULAR TO LANDLORD'S TENANT HANDBOOK AND CLAY TERRACE MEP CRITERIA DRAWINGS MEP1. MEP2 AND MEP3 - CONTACT LANDLORD FOR COPIES OF DRAWINGS. 2. THE LANDLORD WILL PROVIDE WATER, SEWER AND VENT PIPING SM13S AT OR NEAR THE SPACE. EXTEND AND CONNECT WATER. SEWER AND VENT PIPING AS SHOWN. MORE THAN ONE UTILITY STUB MAY EXIST WITHIN SPACE - VERIFY LOCATION OF CLOSEST STUB AND UTILIZE IT AS REQUIRED. CAP ALL STUBS NOT REQUIRED FAIR THIS INSTALLATION. FURNISH AND INSTALL A METAL PLUGGED TEE IN THE VENT PIPING TO PERMIT CONNECTION TO THE VENT STACK - VERIFY EXACT LOCATION AND REQiUIREMENTS IN FIELD. 3. CONTACT LOCAL UTILITY COMPANY TO ARRANGE FOR WATER SERVICE AND METER INSTALLATION. FURNISH AND INSTALL WATER METER AS SHOWN A40 CALLED FOR. WATER METER SHALL BE INSTALLED IN THE REAR SERVICE CORRIDOR 41r A.F.F. 4. TWO (2) NEW TOILET ROOMS AND TWO (2) NEW LOCKER ROOMS WILL EE CONSTRUCTED. FURNISH AND INSTALL NEW PLUMBING FIXTURES, INCLUDING LAVATORIES, WATER CLOSETS. MOP SiNK, SHOWERS, WATER HEATERS, ETC.. IN THE LOCATIONS SHOWN - IN ADDITION. FURNISH AND INSTALL ALL. HAND SINKS AND OTHER PLUMBING ITEMS THROUGHOUT THE SPACE AS SHOWN AND CAiM FOR. CONNECT ALL WATER. WASTE AND VENT TO LANDLORD PROVIDED STUBS IN THE SPACE AND EXTEND TO ALL NEW FIXTURE LOCATIONS. VERIFY EXALT LOCATION OF LANDLORD PROVIDED STUBS AND LENGTH OF PIPING REQUIRED IN FIELD PRIOR TO BID. BASE BID SHALL L INCLUDE ALL PIPING NECESSARY FOR A COMPLETE INSTALLATION AND CONNECTION TO ALL PROVIDED STUBS. S. NEW WATER HEATERS SHALL BE MOUNTED ON THE FLOOR IN THE LOCATIONS SHOWN AND SHALL. BE MANIFOLDED TOGETHER AS REQUIRED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. WATER HEATER SHALL BE SECURED TO THE FLOOR AND OR WALL AS REQUIRED TO ACCOMODATE A MOUNTED ON NEWLY CONSTRUCTED WALL BEHIND THE MOP SINK. NEW WATER HEATER SHALL BE MOUNTED IN A GALVANIZED DRAIN PAN, G DEEP. PRESSURE/TEMPERATURE RELIEF VALVE AND THE DRAIN PAN SHALL BE PIPED TO THE NEAREST FLOOR DRAIN WITH APPROVED AIR GAP AS REQUIRED. 6. CUT AND PATCH THE FLOOR AS REQUIRED TO INSTALL NEW WASTE PIPING. 7. THE ELECTRICAL CONTRACTOR WILL PROVIDE COMBINATION FAN/LiGHiT FIXTURES IN LOCATIONS SHOWN. EXTEND TOILET EXHAUST DUCTWORK TO LANDLORD PROVIDED TOILET EXHAUST DUCTWORK. S. FURNISH AND INSTALL THREE (3) NEW A.C. SPLiT SYSTEMS AS SHOWN AND CALLED FOR, INCLUDING CONDENSING UNITS AND AIR HANDLING UNITS AS REQUIRED FOR COMPLETE SYSTEMS. 9. SET NEW CONDENSING UMTS ON ROOF IN LOCATIONS SHOWN (VERIFY EXACT MOUNTING LOCATIONS IN FIELD WiTH LANDLORD). LANDLORD MAY HAVE IDENTIFIED AREAS ON THE ROOF FOR MOUNTING OF CONDENSING UNITS - VERIFY IN FIELD WITH LANDLORD PRIOR TO MOUNTING ANY EQUIPMENT. ROU71NG ANY PIPING. ETC. 10. ALR HANDLING UNiTS SHALL BE INSTALLED IN THE LOCATIONS SHOWN AND CALLED FOR. EXACT LOCATIONS SHALL. BE ADJUSTED TO ACCOMMODATE INSTALLATION ABOVE THE CEILING AS REQUIRED. 11. THE NEW NR HANDLING UMTS SHALL BE SUSPENDED AND SUPPORTED FROM ABOVE AS SHOWN AND CALLED FOR. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NEW SUPPORTS. IF REQUIRED, MECHANMAI. CONTRACTOR SHALL ENLIST THE SERVICES OF A REGISTERED PROFESSIONAL. STRUCTURAL ENGINEER TO REVIEW AND CERTIFY THE PROPOSED SUPPORT ARIOR TO AFFECTING. ANY WORK OR CONSTRUCTING ANY SUPPORT. ANY DRAWINGS AND/OR SPECBTCATIONS REQUIRED 13Y THE BUILDING DEPARiMEN' MND/OR LANDLORD FOR THE PROPOSED SUPPORT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. ANY AND ALL DESIGN. CERTF1CAiION AND SUBMITTALS REQUIRED FOR THIS WORK SHALL BE BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 12. AIR HANDLING UMTS SHALL BE MOUNTED IN A GALVANIZED DRAiN PAN, 2" DEEP (SECONDARY TO THE DRAIN PAW INSIDE THE UNIT). EVAPORATOR COILS AND DRAIN PANS SHALL BE PIPED TO THE MOP SINK WITH APPROVED ATR GAPS. ENSURE PROPER INSTALLATION OF ALL CONDENSATE DRAIN PIPING (MAINTAIN PROPER SLOPE, ETC.) AND FURNISH AND INSTALL A CONDENSATE DRAIN PUMP IF REQUIRED TO PROPERLY RID THE SPACE OF CONDENSATE AND MAINTAIN PROPER DRAINAGE 13. ANY AND ALL SYSTEMS REQUIRING ANY WiORK TO THE ROOF SHALL BE COORDINATED AND PERFORMED BY THE LANDLORD'S DESIGNATED ROOFING CONTRACTOR AS REQUIRED. CONTACT THE LANDLORDS ROOFING CONTRACTOR TO COORDINATE ANY ROOF WORK AS REQUIRED. 14. FURNISH AND INSTALL CLEAN FILTERS IN THE AIR HANDLING UNITS AFTER ALL WORK IS COMPLETED AND THE PROJECT IS TURNED OVER TO THE OWNER 15. FURNISH AND INSTALL ALL NEiN E:QUiPMENT. DUCTWORK. PIPING, DIFFUSERS, REGISTERS. GRILLES, ETC. AS SHOWN NO CALLED FOR AND REQUIRED. 16. SUPPLY AND OUTSIDE MR DUCTWORK SHILL. BE WRAPPED WITH THE INSULATION SPECIFIED. WRAP SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. DUCT SIZES SHOWN ARE INSIDE CLEAR DIMi9NSION. 17. DUCTWORK. PIPING, ETC., SHALL BE SUSPENDED FROM JOISTS. 18. CUTTING AND PATCHING OF ROOF FOR REFRIGERANT PIPING SHALL BE DONE iN STRICT ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS - CONTACT LANDLORD TO DETERMINE AND COORDINATE. 19. TEMPERATURE CONTROLS. INCLUDING WIRING. SHALL BE PART OF THE MECHANICAL CONTRACT. FURNISH AND INSTALL ALL REQUIRED CONTROL MIRING AND CONDUIT TO THE THERMOSTAT. G.C. WILL BE RESPONSIBLE FOR SEQUENCING UNIT TO ACCOMODATE PROPER CONTROL OF HEATING AND COOLMIG CYCLES (SEE MINIMUM LEVEL OF OPERATION AS SHOWN IN TEMPERATURE CONTROL WORK NOTES BELOW). FURNISH AND INSTALL A SMOKE DETECTOR IN THE RETURN AIR DUCTS AT THE A.C. UNITS THAT WILL SHUT THE UNITS DOWN WHEN SMOKE IS SENSED. 20. FIBERGIASS DUCTWORK IS NOT PERMITTED. 21. FLEXIBLE DUCTWORK MAY BE USED FOR DIFFUSER CONNECTONS ONLY AND SHALL BE LIMITED IN LENGTH TO 5'-0'. 22. ALL DUCTWORK SHALL CONFORM TO THE LATEST EDITION OF WACNA STANDARDS AND RECOMMENDATIONS. 23. SEE ARCHITECTURAL DRAWINGS FOR LIGHT FIXTURE SCFiDULE, EXACT LOCATION OF CEILING GRID. LiGHT FIXTURES. ETC. TEMPERATURE CONTROL WORK ALL SYSTEMS CMGLr, ZONE SPLIT Sx[Fu NN OA) THE FOLLOWING INDICATES THE MINIMUM REQUIRED SEQUENCE OF OPERATION 1. TEMPERATURE CONTROLS SHALL BE A PART OF THE MECHANICAL WiORK. FURNISH AND INSTALL ALL COMPONENTS, INCLUDING THERMOSTATS. DAMPERS WHERE CALLED FOR, TIME CLOCK. ELECTRIC WING, ETC.. HEQUHRED FOR A COMPLETE SYSiEiL 2. FRESH AIR MOTORIZED DAMPER WILL BE FURNISHED WiTH THE INTAKE DUCT. 3. FURNISH AND INSTALL A SEVEN DAY TELE CLOCK WHICH SHALL SET THE SYSTEM ON "DAY OR 'NIGHT' CYCLE 4. ON DAY CYCLE A SUPPLY FAN RUNS CONTINUOUSLY. B. FRESH AIR DAMPER OPENS. C. ON A CALL FOR COOLING, THE COOLING CYCLE SHALL 13E ENERGIZED AS REQUIRED TO SATISFY THE ROOM THERMOSTAT. 0. ON A CALL FOR HEATING, THE HEATING CYCLE SHALL BE ENERGIZED AS REQUIRED TO SATISFY THE ROOM THE IADSTAT. 5. ON NIGHT CYCLE: A SUPPLY FAN OFF. B. FRESH AIR DAMPER CLOSED. C. COOLING CYCLE INOPERATIVE. D. ON A CALL FOR HEAT FROM THE ROOM THNERMOSTAT, FAN SWILL STARTAEATING COIL SHALL BE ENERGIZED, AND THE SYSTEM SHALL CONTINUE TO OPERATE UNTIL THE THERMOSTAT IS SATISFIED. 6. ROOM THERMOSTAT SHALL BE NON -PROGRAMMABLE. AUTOMATIC CHANGEOVER TYPE, WITHOUT SUBBASE, AND SHALL BE FITTED WITH A RAW COVER. 7. CONTROLS SHALL BE FURNISHED AND INSTALLED COMPLETE AS A SUBCONTRACT TO THE MECHANICAL WORK. 8. FURNISH AND INSTAL A SMOKE DETECTOR IN THE RETURN AIR DUCT AT AIR HANDLING UNITS THAT WILL SHUT THE SYSTEM DOWN WHEN SMOKE IS SENSED AS REQUIRED BY CODE ELECTRICAL WORK NMS - GENERAL 1. ELECTRICAL WORK SHALL BE COMPLETE IN EVERY DETAIL AND ALL MISCELLANEOUS ITEMS OF MATERIAL AND LABOR NECESSARY TO COMPLETE THE WORK DESCRIBED, SHOWN OR REASONABLY IMPLIED ON DRAWINGS OR SPECIFICATIONS SHALL BE INCLUDED IN THE CONTRACT. CONTRACTOR SHALL. MAKE MINOR ADJUSTMENTS TO THE WORK WHERE REQUESTED BY THE TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WiTHIN THE INTENT OF THE CONTRACT. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE SiTE AND VIEW ALL EXISTING CONDITIONS BEFORE SUBMITTING A PROPOSAL FOR THE WORK AS DESCRIBED AND d SHOWN. NO EXTRAS WILL BE ENTERTAINED FOR FAILURE TO MAKE THIS VISIT. 3. ELECTRICAL CONTRACTOR SHALL ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 4. CONFORM TO GENERAL CONTRACTOR'S SCHEDULE AND INSTRUCTIONS THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED TO COMPLY IN EVERY WAY NECESSARY. AT NO TIME SHALL ANY WORK BE UNDERTAKEN WHICH SHALL INTERFERE WITH THE NORMAL OPERATION OF BUSINESS. ONY SHUTDOWN MUST OCCUR AFTER REGULAR BUSINESS HOURS AND MUST BE CLEARED WITH THE MANAGEMENT WITH PROPER PRIOR NOTICE GIVEN TO THE OWNER'S REPRESENTATIVE 5. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND/OR ENGINEER OF ERRORS, OMMiSSIONS OR DISCREPENCIES BEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, OR, FAILING SUCH NOTICE, SHALL BE RESPONSIBLE FOR CORRECTING SAME WITHOUT COST TO TENANT, ARCHITECT OR ENGINEER. 6. ORDER EQUIPMENT ON A TIMELY BASIS (WITHIN 5 DAYS OF RECEIPT OF CONTRACT) TO MAINTAIN CONSTRUCTION SCHEDULE. 7. SUBMIT FiVE (5) COPIES OF SHOP DRAWINGS OF ALL EQUIPMENT FOR REVIEW BY THE ENGINEER/ARCHITECT. ONE (1) COPIES WILL BE RETAINED FOR RECORD. ONLY FURNISH SYSTEMS, EQUIPMENT AND MATERIAL IN COMPLIANCE WITH APPROVED SHOP DRAWINGS. 8. ALL WIRE SHALL BE COPPER. MINIMUM SIZE #12 AWG. ALL CONDUCTORS #10 AND SMALLER SHALL HAVE TYPE 'THHW INSULATION. CONDUCTORS LARGER THAN 110 SHALL HAVE TYPE "TBW' INSULATION. 9. ALL WIRE SHALL BE IN CONDUIT AND SHALL BE CONCEALED FROM VIEW. EXPOSED CONDUIT SHALL BE INSTALLED IN STRAIGHT LINES PARALLEL WITH OR PERPENDICULAR TO COLUMN LINES OR BEAMS AND SHALL BE SEPERATED BY AT LEAST 3' INCHES FROM DOMESTIC WATER LINES WHENEVER ALONG SIDE OR ACROSS SUCH LINES, ROMEX I5 NOT PERMITTED. FLEXIBLE CONDUIT OR TYPE MC CABLE MAY BE USED FOR FIXTURE AND EQUIPMENT CONNECTIONS ONLY, AND WHERE SO USED SHALL BE GROUNDED WITH A SEPERATE FULL SEIZED GREEN GROUNDING CONDUCTOR. FLEXIBLE CONDUIT CONNECTIONS SHALL BE LIMITED TO 3'-0' IN LENGTH. CONDUIT EXPOSED TO WEATHER SHALL. BE RIGID. ALL OTHER CONDUIT SHALL BE EMT. CONDUIT FITTINGS .SHALL BE COMPRESSION OR THREADED TYPE, USE OF SET SCREW FITTINGS IS NOT ACCEPTABLE. 10. CONDUIT IN FINISHED AREAS SHALL. BE CONCEALED. CONDUIT IN UNFINISHED AREAS MAY BE EXPOSED. 11. HOME RUNS OVER 100' IN LENGTH SHOJI BE 110 WIRE 12. CONTRACTOR SHALL. ENSURE THAT ENTIRE INSTALLATION IN ACCORDANCE WITH N.E.C. ARTICLE 110-26 AND THAT ALL REQUIRED OPERATING AND MAINTENANCE CLEARANCES ARE MAINTAINED AND ACCOUNTED FOR. ADJUSTMENTS TO LAYOUT SHOWN TO ACCOMODATE CLEARANCE REQUIREMENTS SHALL BE DISCUSSED WITH ARCHITECT AND/OR ENGINEER SO AS TO MINIMIZE IMPACT ON OTHER SYSTEMS. CONTACT ARCHITECT AND/OR ENGINEER FOR DISPOSITION. 13. CONTRACTOR SHALL OBTAIN AVAILABLE FAULT CURRENT RATING AND PROVIDE PROTECTION FOR MAIN CIRCUIT BREAKER AND BRANCH DEVICES AS REQUIRED. 14. SEAL ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ETC. SO THAT THEY ARE AIR, WATER AND FIRE TIGHT, 15. PROVIDE ENGRAVED BAKELITE NAMEPLATES FOR ALL ELECTRICAL. SERVICE EQUIPMENT INCLUDING DISCONNECT SWITCHES, PANELS, PUSHBUTTONS AND STARTERS. 16. LIGHTING CIRCUITS WHICH ARE SWITCHED AT PANELS SHALL BE FITTED WITH TYPE "SWOT' BREAKERS SUITABLE FOR SWITCHING SERVICE 17. FURNISH AND INSTALL TYPEWRITTEN PANEL DIRECTORY(IES). IDENTIFY AND LABS. ALL ELECTRICAL. SERVICE EQUIPMENT. 18. FURNISH ALL EQUIPMENT MANUALS AND WARRANTIES TO TENANT AT THE COMPLETION OF THE PROJECT. 19. FURNISH AND INSTALL PANEL LOCKS WHERE SHOWN ON THE DRAWINGS. 20. WIRE EMERGENCY BALLAST AND BATTERY LIGHTS ON SAME CIRCUIT IN AREA AND AHEAD OF LOCAL SWITCHING. 21. EXTERIOR SIGNAGE (IF APPLICABLE) WiLL BE FURNISHED AND INSTALLED BY SIGN CONTRACTOR. CONNECT TO SIGNS AND PROVIDE POWER AS REQUIRE) FOR A COMPLETE INSTALLATION. COORDINATE THIS PORTION OF THE WORK WITH SIGN CONTRACTOR AND/OR OWNERS REPRESENTATIVE AS REQUIRED. 22. FURNISH AND INSTALL A 1 1/4 CONDUIT FOR INCOMING TELEPHONE SERVICE TO NEW PLYWOOD BACKBOARO TO LOCATION AS DIRECTED BY LOCAL TELEPHONE COMPANY. VERIFY EXACT LOCATION AND REQUIREMENTS WITH TELEPHONE COMPANY AND LANDLORD'S REPRESENTATIVE IN FIELD. 23, FURNISH AND INSTALL ALL LIGHTING FIXTURES FOR THE PROJECT AS SHOWN AND CALLED FOR. INSTALL ALL FIXTURES AS REQUIRED FOR A COMPLETE INSTALLATION. LEAVE PROTECTIVE COVERING/FILM IN PLACE ON FIXTURES UNTIL FINAL CLEAN-UP. INSTALL LIGHTING FIXTURES IN RATED CEILING SO AS TO MAINTAIN INTEGRITY OF RATING. REPLACE ANY LAMPS THAT HAVE EXPIRED DURING CONSTRUCTION AND MAKE ALL ADJUSTMENTS TO FIXTURES FOR DIRECTION AS REQUIRED PRIOR TO COMPLETION. 24. NOT USED. 25. SWITCHES SHALL BE MOUNTED 4'-6' ABOVE FLOOR. 26. GENERAL PURPOSE RECEPTACLES SHALL BE MOUNTED IN THE BASE OF WALL AS REQUIRED WITH THE ELECTRICAL FEEDS TO EACH RECEPTACLE INSTALLED DOWN IN THE WALL.. SEE ARCHITECTURAL DRAWINGS FOR ALL HEIGHTS, DIMENSIONS AND CONFIGURATIONS OF DEVICES NOT INDICATED ON THESE DRAWINGS. REFERENCE SAME DRAWINGS FOR EQUIPMENT NOT IDENTIFIED. 27. VERIFY DXACT LOCATION OF OUTLETS AND'DEVICIES WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. FURNISH AND INSTALL. OUTLET BOXES. DEVICES, COVERPLATES AND FLANGES AS REQUIRED. 28, ALL GENERAL PURPOSE RECEPTACLES SHALL BE MOUNTED iN THE BASE OF WALL AS REQUIRED WITH THE ELECTRICAL FEEDS TO EACH (RECEPTACLE INSTALLED DOWN IN THE WALL. SEE ARCHiTECTURAL DRAWINGS FOR ALL HEIGHTS, DIMENSIONS AND CONFIGURATIONS OF DEVICES NOT INDICATED ON THESE DRAWINGS. REFERENCE SAME DRAWINGS FOR EQUIPMENT NOT IDENTIFIED. ALL. WIRING FOR DEVICES SHALL BE IN WALLS AS REQUIRED. USE OF POWER POLES FOR DEVICE WIRING SHALL BE STRICLY COORDINATED WITH THE ARCHTECT/GENERAL CONTRACTOR OR OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. 29. VERIFY EXACT LOCATION OF OUTLETS AND DEVICES WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. FURNISH AND INSTALL OUTLET BOXES. DEVICES. OOVERPWTES AND FLANGES AS REQUIRED. 4 30. IG AND GFI RECEPTACLES SHALL BE RATED AT 20 AMPERES AND SHALL HAVE A DEDICATED INSULATED GREEN GROUND WiRE. THE GROUND WIRE SHALL BE RUN CONTINUOUS AND UNSPLICED BETWEEN THE DEVICE AND THE PANEL GROUND BUS. 31. MOUNTING HEIGHTS OF OTHER EQUIPMENT ARE NOTED ON ARCHITECTURAL DRAWINGS. 32. SUPPORT ALL FIXTURES ACROSS CEILING TEES OR FROM STRUCTURE ABOVE. IN NO CASE SHALL CEILING TILES OR PLASTER CEILING SUPPORT ANY FIXTURES. 33. SEE ARCHITECTURAL. DRAWINGS FOR EXACT LOCATION OF CEILING GRID, LIGHT FIXTURES. ETC. AND SYMBOLS USF, FIXTURE SCHEDULE. NOTES AND OTHER SPECIFICATION REQUIREMENTS. 34. WORK SHALL INCLUDE STARTUP OF ALL SYSTEMS. FURNISHING OF OPERATING AND MAINTENANCE INSTRUCTIONS. AND ONE YEAR GUARANTEE. COMMENCING ON DATE OF ACCEPTANCE BY THE TENANT. 35. FURNISH ALL MATERIAL AND EQUIPMENT AS SPECIFIED, EXCEPT WHERE SPECIFIC APPROVAL FOR SUBSTITUTION IS GIVEN BY THE TENANT. 36. PROPOSAL SHALL BE BASED ON SPECIFIED MATERIAL AND EQUIPMENT. IN ORDER TO PROMOTE COMPETITION, HOWEVER, BIDDERS ARE ENCOURAGED TO SUBMIT ALTERNATE PROPOSALS ON ANY ALTERNATE MATERIALS MLD/OR EQUIPMENT THEY WASH TO PROPOSE. INCLUDING ANY PRICE CHANGES EFFECTED BY ACCEPTANCE OF ALTERNATES. 37. COST OF ANY CHANGES REQUIRED BY OTHER TRADES DUE TO SUBSTITUTION OF ALTERNATE EQUIPMENT SHALL BE INCLUDED IN THE ALTERNATE PROPOSAL 38. ALTERNATE PROPOSALS WILL BE ACCEPTED; OR REJECTED BEFORE ISSUANCE OF CONTRACTS. NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. ANY UNWWRIZED CHANGES TO THE DESIGN,AND LAYOUT MAY BE REQUIRED TO BE REMOVED AT CONTRACTOR'S EXPENSE IF DEEM NECESSARY BY THE ARCHITECT, ENGINEER AND/OR OWNER'S REPRESENTATIVE. 39. UPON COMPLETION OF WORK. PREPARE LIGHTING AND POWER PROJECT RECORD AS-BUILTS. PRESENT THE COMPLETED DRAWINGS TO THE OWNER. AS -BUILT DRAWINGS SHALL INCLUDE ALL BRANCH CIRCUIT WORK, ANY PANELBOARD INFORMATION, FINAL SWITCHING, EiC. 40. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE PROOFED TO THE SAME OR GREATER RATING THAN THAT OF THE ASSEMBLY. WHERE CONFLICT OCCURS, NOTIFY THE ARCHITECT. 41. ALL FUSES 600 AMPERES OR LESS SHALL BE UL LISTED, CLASS RK1 OR J. LAW -PEAK, DUAL ELEMENT. TIME DELAY, 600 VOLT. ACCEPTABLE MANUFACTURES ARE SUSSMAN. GOULD OR SHAWMUT. 42. VERIFY LOCAL CONDITIONS AT SITE. 43. COMPLY WITH ALL APPLICABLE CODES. 44. SECURE AND PAY FOR ALL REQUIRED PERMITS I MEO,ypNIC&./PLUMBING _WORK NOTES - GENERAL , 1. MECHANICAL. WORK SHALL BE COMPLETE IN EVERT DETAIL AND ALL MISCELLANEOUS ITEMS OF MATERIAL AND LABOR NECESSARY TO COMPLETE THE WORK DESCRIBED, SHOWN OR REASONABLY IMPLIED ON DRAWINGS OR SPECIFICATIONS SHALL BE INCLUDED IN THE CONTRACT. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE WORK WHERE REQUESTED BY THE TENANT, WHEN SUCH ADJUSTMENTS ARE NECESSARY TO PROPER OPERATION AND WITHIN THE INTENT OF THE CONTRACT. 2. MECHANICAL CONTRACTOR SHALL VISIT THE SiTE AND VIEW ALL EXISTING CONDITIONS BEFORE SUBMITTING A PROPOSAL FOR THE WORK AS DESCRIBED AND SHOWN. NO EXTRAS WILL BE ENTERTAINED FOR FAILURE TO MAKE THIS VISIT. 3. MECHANICAL CONTRACTOR SWILL ACCEPT SOLE AND COMPLETE RESPONSIBILITY FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. 4. CONFORM TO GENERAL CONTRACTOR'S SCHEDULE AND INSTRUCTIONS THROUGHOUT THE DURATION OF THE PROJECT AS REQUIRED TO COMPLY IN EVERY WAY NECESSARY. AT NO TIME SHALL ANY WORK BE UNDERTAKEN WHICH SHiLL INTERFERE WiTH THE NORMAL. OPERATION OF BUSINESS. ANY SHUTDOWN MUST OCCUR AFTER REGULAR BUSINESS HOURS AND MUST BE CLEARED WITH THE MANAGEMENT WITH PROPER PRIOR NOTICE GIVEN TO THE OWNER'S REPRESENTATNE.VIC 5. CONTRACTOR SHALL. NOTIFY THE ARCHITECT AND/OR ENGINEER OF ERRORS, OMMISSIONS OR DISCREPENCIES EEFORE CONSTRUCTION OR FABRICATION OF AFFECTED WORK, OR, FAILING SUCH NOTICE, SHALL BE RESPONSIBLE FOR CORRECTING SAME WITHOUT COST TO TENANT, ARCHITECT OR ENGINEER. 6. ORDER EQUIPMENT ON A TIMELY BASIS (WITHIN 5 DAYS OF RECEIPT OF CONTRACT) TO MAINTAIN CONSTRUCTION SCHEDULE. 7. SUBMIT FIVE (5) COPIES OF SHOP DRAWINGS OF ALL EQUIPMENT FOR RENEW BY THE ENGINEER/ARCHITECT. ONE (1) COPIES WILL BE RETAINED FOR RECORD. ONLY FURNISH SYSTEMS, EQUIPMENT AND MATERIAL IN COMPLIANCE WiTH APPROVED SHOP DRAWINGS. S. WORK SHALL INCLUDE STARTUP OF ALL SYSTEMS, FURNISHING OF OPERATING AND MAINTENANCE INSTRUCTIONS, WARRANTEE FOR ALL EQUIPMiNT AND ONE YEAR GUARANTEE OF ALL WORKMANSHIP, COMMENCING ON DATE OF ACCEPTANCE BY THE TENANT. 9. WORK SHALL ALSO INCLUDE FULL ONE (1) YEAR MAINTENANCE, PARTS AND SERVICE CONTRACT FOR ALL EQUIPMENT FURNISHED UNDER THE CONTRACT. 10. ON ALL PROJECTS WiTH AIR CONDITIONING EQUIPMENT WHICH INCLUDES COMPRESSORS FO O TOPCOSPLIT M RTSSYORES, ETC.), INCLUDE AN EXTENDED FOUR (4) YEAR WARRANTY 11. VOLUME DAMPERS, SPLITTERS AND DEFLECTORS SHALL BE INSTALLED IN ALL DUCTS TO PERMIT ACCURATE BALANCING OF SYSTEM. THE DAMPERS, SPLiiTERS AND DEFLECTORS SHALL BE ADJUSTED TO SATISFY THE HVAC REQUIREMENTS OF THE CONDITIONED SPACE AND LOCKED IN PLACE AS REQUIRED. 12. WORK SHALL ALSO INCLUDE TESTING AND BALANCING OF A.C. SYSTEM BY A CERTIFIED BALANCING CONTRACTOR. CONTRACTOR SHALL SUBMIT COPIES OF TEST AND BALANCE REPORTS SHOWING DETAILED RESULTS OF WORK. INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: FLAW READINGS, STATIC PRESSURES, TEMPERATURE READINGS, MOTOR AMPERAGE, BALANCING OF AIR QUANTITIES TO PLAN REQUIREMENTS, ETC. AS REQUIRED. MAKE ALL ADJUSTMENTS AS REQUIRED TO PROVIDE DESIGN AIR FLOW. 13. FURNISH ALL EQUIPMENT MANUALS AND WARRANTIES TO TENANT AT THE COMPLETION OF THE PROJECT. 14. WHERE APPLICABLE, FURNISH AND INSTALL VIBRATION ISOLATION AS REQUIRED TO REDUCE, LIMIT OR REMOVE ALL VIBRATIONS FOR ALL. MOVING EQUIPMENT. VIBRATION ISOLATION SHALL BE IN ACCORDANCE WITH ASHRAE RECOMMENDATIONS. 15. PROVIDE ENGRAVED BAKELITE NAMEPLATES FOR ALL MECHANICAL EQUIPMENT INCLUDING TENANTS NAME AND SPACE NUMBER. LETTERS SHALL BE r HIGH OR AS REQUIRED BY THE LANDLORD. 16. ALL FABRICATED COMPONENTS (CONTRACTOR OR MANUFACTURER) OF THE OUTSIDE AIR, SUPPLY AIR, RETURN AIR AND EXHAUST AIR SYSTEMS SHALL BE CONSTRUCTED AND INSTALLED AIR TIGHT. THE INSTALLED SYSTEMS SHALL BE PRESSURE TESTED AS REQUIRED. 17. ALL LOW PRESSURE DUCTWORK SHALL BE TESTED AT 2' WATER COLUMN WITH 5X ALLOWABLE LEAKAGE TEST SECTIONS AS THE INSTALLATION PROCEEDS. ANY LEAKS SHALL BE SEAMED BEFORE THE NEXT SECTION IS INSTALLED. TESTED SECTIONS SHALL BE MARKED WITH INDELIBLE MARKER SHOWING DATE AND INITIALS OF CONTRACTOR FOREMAN RESPONSIBLE FOR TESTS. 18. FURNISH TWO (2) COPIES OF AS BUILT DRAWINGS OF THE A.C. SYSTEM TO THE TENANT FOR REVIEW AND APPROVAL. OR SUBMIT A LETTER TO THE TENANT CONFIRMING THAT THE SYSTEM WAS INSTALLED AS PER PLANS AND SPECIFICATIONS. 19. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING PROJECT OVER TO THE OWNER. 20. SEUL ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ETC. SO THAT THEY ARE AIR, WATER AND FIRE TiGHT. 21. FURNISH AND INSTALL ACCESS PANELS FOR ALL CONCEALED EQUIPMENT, FIRE DAMPERS, PIPING VALVES, CIEANOUTS, ETC. ACCESS PANELS SHALL. BE OF SUFFICIENT SIZE TO PROVIDE ADEQUATE WORKING CLEARANCE AND ACCESS. 22, PROVIDE SHUT OFF VALVES IN THE SUPPLY PIPING TO EACH FIXTURE FURNISH AND INSTIL AN ACCESSIBLE SERVICE VALVE ON ALL BRANCH PIPING. 23. FURNISH AND INSTALL CHAMBER SHOCK ABSORBERS AS SHOWN TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. 24. FURNISH AND INSTALL PRESSURE REGULATOR ON THE INCOMING WATER SERVICE AS CALLED FOR AND REQUIRED. 25. FURNISH AND INSTALL ALL PiPE HANGERS, CARRIERS, SADDLES, AND SUPPPOTS TO PROPERLY SUPPORT AND PROTECT ALL PIPING IN THE SPACE AS REQUIRED. HANGERS FOR HORIZONTAL PiPING WHERE PIPING IS TO BE INSULATED BE LARGE ENOUGH TO PASS INSULATION AND SHALL BE ELCEN FIG. 12 C LEVIS TYPE, WiTH MEANS FOR VERTICAL ADJUSTMENT. INSTALL HANGERS AS FOLLOWS: PiPE SIZE HUGER ROD SIZE MAXIMUM SPACING 1/z TO 1' 3/8" 8'-C' O.C. 1-1/47 TO 2" 3/8' 10'-0" O.C. 2-1/2' AND ABOVE 1/2' = 10'-0` O.C. 26. VERIFY LOCATION, DEPTH AND SIZE OF EXISTING SANITARY SEWER AT SITE. CONNECT AS REQUIRED. SEWER SHALL BE INSTALLED WITH 1/44 PITCH PER FOOT AND OUTSIDE SEWER SHALL BE INSTALLED WITH MINIMUM OF 3'-O' COVER. 27. FURNISH ALL EQUIPMENT MANUALS AND WARRANTIES TO TENANT AT THE COMPLETION OF THE PROJECT. 28. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING PROJECT OVER TO THE OWNER. 29. FURNISH AND INSTALL TRAP PRIMERS ON ALL FLOOR DRAINS. 30. FURNISH ALL MATERIAL AND EQUIPMENT AS SPECIFIED, EXCEPT WHERE SPECIFIC APPROVAL FOR SUBSTITUTION IS GIVEN BY THE TENANT. 31. PROPOSAL. SHAH. BE BASED ON SPECIFIED MATERIAL AND EQUIPMENT. IN ORDER TO PROMOTE COMPETITION, HOWEVER, BIDDERS ARE ENCOURAGO TO SUBMIT ALTERNATE PROPOSALS ON ANY ALTERNATE MATERIALS AND/OR EQUIPMENT THEY WISH TO PROPOSE. INCLUDING ANY PRICE CHANGES EFFECTED BY ACCEPTANCE OF ALTERNATES. 32. COST OF ANY CHANGES REQUIRED BY OTHER TRADES DUE TO SUBSTITUTION OF ALTERNATE EQUIPMENT SHALL. BE INCLUDED IN THE ALTERNATE PROPOSAL.. 33. ALTERNATE PROPOSALS WILL BE ACCEPTED OR REJECTED BEFORE ISSUANCE OF CONTRACTS. NO CHANGES WILL BE ALLOWED AFTER THE CONTRACT IS SIGNED. ANY UNAUTHORIZED CHANGES TO THE DESIGN AND LAYOUT MAY BE REQUIRED TO BE REMOVED AT CONTRACTORS EXPENSE IF DEEMED NECESSARY BY THE ARCHITECT, ENGINEER OR OWNER'S REPRESENTATIVE. 34. NOT USED. 35. VERIFY LOCAL CONDITIONS AT SITE, 36. COMPLY WiTH ALL APPLICABLE CODES. 37. SECURE AND PAY FOR ALL REQUIRED PERMITS. 38. SEE REFLECTED CEILING PLAN FOR EXACT LOCATION OF CEILING GRID. LIGHT FIXTURES, ETC. 39. ALL INSULATION MATERIALS. INCLUDING, BUT NOT LIMITED TOO DUCT INSULATION AND PIPING INSULATION SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS (ON THE FLAME SPREAD TEST SCALE) AND SMOKE DEVELOPMENT OF 50 OR LESS (ON THE SMOKE TEST SCALE) OR AS DEFINED BY NFPA 255 STANDARD METHOD OF TESTING OF SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS, LOCAL CODES AND LOCAL AUTHORITIES HAVING JURISDICTION. 41. DIELECTRIC UNIONS SHALL BE USED TO CONNECT DISSiMUM METALS OR METAL PIPING SHALL HAVE METAL CONNECTIONS ON EACH END THREADED TO MATCH THE ADJACENT PIPING. METAL COMPONENTS SHALL. BE SEPARATED BY A NYLON INSULATOR TO PREVENT CURRENT FLOW BETWEEN DISSIMILAR METALS. UNIONS SHALL BE SUITABLE FOR THE SYSTEM OPERATING PRESSURES AND TEMPERATURE WELD TYPE ASTM A-234 MECHANICAL WORK NOTES - AIR FILTERS 1. ON THE DAY OF STORE CONSTRUCTION COMPLETION/TURNOVER. THE AIR CONDITIONING EQUIPMENT FILTERS. IF ANi'. (WHETHER NEW CONSTRUCTION OR EXISTING) SHALL BE REPLACED WITH NEW FILTERS. M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com 99- H I• 8i E"M ri Mt9 2 H a cn cn w U 9 �� 0 4 �: < a a �� W 0 Q co)d mQ Cn z WZ Q o- ui LL' .J a9 I Ld� N x o �U z g 9 U m O n d- W 5F5P 5F z U,< w< talo 0 tY= 0:0 Q= 0:0 it 444"44 Q 0 23 PLOT DATE: ■ PROJECT NO: I SHEET NUMBER ME=l 0 I m I a 0 I I w U w Q 0 w Q 5f 0 o ix b� ion N V 8- 0 azo U ma, mi aiE rs ir, U �5 IL uj r05 H IL 8@5Q _01 �g W $: am 0 DI o DF o g g ww zM wh � 0 0 -0 $ 0i < 0 z a SHEET NUMBER ME=l 0 I m I a 0 I I HOT WATER CHAIRS IN S ELECTRICAL PIPING WORK, SYMBOLS AND ABBREVIATIONS W.C. WATER CLOSET LAV. LAVATORY C.W. COLD WATER H.W. HOT WATER LL LANDLORD M.D. ARCHITECTS, PC 8084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchhects.com DECK TOP BEAM ALL -THREAD ROD. C -CLAMP LENGTH AS REQUIRED IFAS a�Lst FOR PIPE SLOPE --,,.,,C) PROVIDE COPPER OR NON-METALLIC ADJUSTABLE COATING WHEREli/LEMS HANGER FOR oil ["� BAND HANGER HANGERS CONTACT PIPE OVER FOUR INCH FOR PIPING 13ARE COPPER PIPE • FOUR INCH OR LESS • S DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL �1 LARGER THAN 3r FROM INSULATED PIPE LARGER THAN 3/4'. VERIFY 9 BOTTOM OF JOISTS. INSULA`90N THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4!=12' 3`=11' 2-1/4,-10' Q 2"-9' 1-1 2"-8' 1-1 e-7, 1'=6' 3/4'-6' 1//2`-5'. COST IRON: 10' cc AND ONE NEAR ALL JOINTS. STEEL 4`=14' 3=12' 2-1/2`=11' 7=10' 1-112'-9' f -T 3/4`-6'_1[2'-5'. LOCATE HANGERS AS CLOSE AS z • POSS113LE TO TURNS AND TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL Q STRUTS BETWEEN JOISTS IF REQUIRED.LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING N mDUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/ASz REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IKON v OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. PIPE SUPPORT DETAILS NOT TO 80ALE sm - Ow FRITTER VALVE I SERVING YUSi�PLE� TRAPS m TO Om nm MUM APP000.0 DRAMS COUNG OR--/ UNDER COUNTER SOFT COPPER TRAP PRIMER DETAIL FARTHEST FlXTUR' AQUA -STAT UP OF PUMP WHET ALL BRONZE H RECIRCULATING A BALL VALVE III CHECK VALVE HWS HOT WATER SUPPLY HWR HOT WATER RETURN CW COLD WATER pQ SHUT-OFF VALVE UNION WATER HEATER (TYPICAL FOR 2) DISCHARGE 0 1407) CW SUPPLY HOT WATER SYSTEM PIPING SCHEMATIC NOT TO SCALE 0 a � CLLd W, m4 In I- Li z v— z Q al�ry N ry r z U 0 J 5 0 m O :'o r z z z z 0 0 O O z R2,��_ W 0",© 1 . �. v:=Q CD Lu w '�iZVI U rrrrlil/r//plIu11111S�fU��` PLOT DATE: PROJECT NO: w w w U Z ¢ Q z go m~ g� Z� �? ��/► U Ra U < U zj a. �0 d� C g z biz U F U mJ�allil F 4� 0. ,c U o U 5y } m§,.¢ oa % gmi9 M zwa in uwiw 0 0= 0 m am � �� � �w oa U o O� QZ2 z SHEET NUMBER p = I a I I I I I i; M.D. ARCHITECTS, PC 9084 TECHNOLOGY DRIVE FISHERS, IN 46038 TEL: 317.558.2822 FAX: 317.558.2827 www.mdarchitects.com H CS F �o z . SYMBOLS AND ABBREVIATIONS W.C. WATER CLOSET LAV. LAVATORY SAN. SANITARY SEWER V. VENT W. WASTE F.D. FLOOR DRAIN C.O. CLEANOUT L!. LANDLORD in �� h r� J � /� W �Z c/ d m Q � m I- Ld Z z U. Lu a I �� N C9 zROYMWITH E U PCODUNTER-S CLEANOUT P PLASTIC PLUG WEN OR PARiii1QN TAPERED -THREAD WITH TFE AS SHOWN ON m O JOINT COMPOUND. FLOOR PLAN. n LOCATE AT BUILDING Eff, AT ENDS OF RUNS, AT TURNS OF PIPE d GREATER THAN 45 DEGREES, AT 50'INTERVALS ON STRAIGHT RUNS, AND �- WHERE SHOWN ON PLANS. PROVIDE BACKFILL PER ARCHITECTURAL WHERE CLEANOUT TEE IS CONCEALED SPECIFICATIONS. LOCATE CLEANOUTS WHERE THERE IS IW CLEAR IN A CHASE OR PARTITION PROVIDE U F/�ESWILL AROUND. CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS- A ROUND 18 GAUGE STAINLESS STEEL BE WITHIN � OF WALL COVER WITH BEVELED EDGES SURFACE. PRO E AND FLATHEAD MACHINE SCREWDaERSION WASS CLEANOUT PLUG IF REQUIRED. COUNTERSUNK HFAD RNLSHED FLOOR d • `J ° • v $ , 4 —CONCRETE FLOOR SLAB � d ' 4 4 C.L WASTE LINE "-1/8 C.I. BEND 0 0 0 0 LFlJG1T1 TO SUIT z wQ O rco Era 0a 0a 1. FLOOR CLFANOUTS NOT TOBELOCATED IN CARPETED AREA. in 2. ON SANITARYROVIDE BRANCHES NOT SERVED BY SHOWN WHERE R -OO aCLEA OU PLANS D SANITARY LINE LOCATED ABOVE FD(TURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WOO REQUIRMENTS. ]/8 BElID IF CLEANOUT` DIRECTION OF FLOW OCCURS AT END OF LINE FLOOR CLEANOUT WALL CLEANOUT DETAIL SANITARY CLEANOUT DETAILS ,;,�►t►��T+uu,,,,,� LL ED ?¢'N Nr CEMENT FINISHo�6 rw.. FINISH FLOOR~ PR v %��gii�iUauululptutuU. ttA ,, ~' ~CONCRETE FILL PLOT DATE: WATERPROOF MEMBRANE ` • • 2'-D* BEYOND DRAIN PROJECT NO: a -SLAB w a� W Q 130 r• Lu "m� m g EL V)O p U <z U 2C 0 Z d� U a. U a[�� a�� U o0 U �> FLOOR DRAIN DETAIL � ��� ¢ �� Q E® Z; �, U NOT TO SCALE m <m � �` g W Y mLLI � �_ Q v o Mai 0� a� z z SHEET NUMBER P=2 AND VENT PIPING WORK, 3/18' - T -O" I r I I I I I m a I I I I